Three-dimensional reinforcement method and device for special-shaped structures

Abstract

The present invention provides a three-dimensional reinforcement method and device for a special-shaped structure. The method comprises: receiving an imported three-dimensional model of a special-shaped structure and dividing the upper surface range, the lower surface range and each side of the three-dimensional model; performing surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and performing vertical reinforcement processing on each side; connecting or overlapping the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing with the steel bars at the intersection of each side after the vertical reinforcement processing; performing horizontal reinforcement processing on each side, and automatically fusion of the steel bars in the horizontal direction at the intersection of each side. The present invention can effectively improve the three-dimensional reinforcement efficiency and reinforcement design accuracy of the special-shaped structure, thereby improving the construction progress and meeting the requirements of fast and accurate engineering design.

Description

Technical Field

[0001] The invention relates to the technical field of computer-aided design, and in particular to a three-dimensional reinforcement method and device for a special-shaped structure. Background Art

[0002] In the construction field, steel bar design still uses the method of drawing two-dimensional steel bar drawings. This method is not intuitive. It is necessary to draw lines on the drawings to express the shape and position of the steel bars and form reinforcement drawings to guide construction. Therefore, the efficiency is relatively low and it is easy to make human errors. With the development of three-dimensional design technology, the application of three-dimensional model design in the construction industry has become more and more frequent, and three-dimensional reinforcement has also received more and more attention. Three-dimensional reinforcement refers to the calculation of steel bar shape and reinforcement interval based on the three-dimensional model constructed by the three-dimensional system, so as to produce three-dimensional steel bars consistent with the actual situation.

[0003] At present, concrete components with large volume and irregular structural shape or concrete components that cannot be defined as specific structural components are called special-shaped structures. To carry out three-dimensional reinforcement of special-shaped structures, it is necessary to establish a three-dimensional model of the special-shaped structure and cut the established three-dimensional model, extract the cross-section of the special-shaped structure and carry out two-dimensional reinforcement of the cross-section, transmit the reinforcement of the cross-section to the characteristic area of ​​the adjacent same cross-section, and complete the three-dimensional reinforcement of the special-shaped structure as a whole by two-dimensional cross-section transmission. However, special-shaped structures are complex, irregular in shape, and have many changes in cross-section. If two-dimensional cross-section transmission is used for three-dimensional reinforcement, too many cross-sections need to be processed, which reduces the efficiency of three-dimensional reinforcement and is prone to errors. Moreover, the conventional three-dimensional reinforcement method is essentially a replay of the two-dimensional reinforcement model, resulting in the efficiency of existing three-dimensional reinforcement not being higher than that of direct two-dimensional reinforcement.

[0004] Therefore, there is an urgent need for a three-dimensional reinforcement method suitable for special-shaped structures and to improve the efficiency of three-dimensional reinforcement. Summary of the invention

[0005] In view of the problems in the prior art, the present invention provides a three-dimensional reinforcement method and device for special-shaped structures, which can improve the reinforcement efficiency and reinforcement accuracy, thereby improving the construction progress and meeting the fast and accurate requirements of engineering design.

[0006] In order to solve the above technical problems, the present invention provides the following technical solutions:

[0007] In a first aspect, the present invention provides a three-dimensional reinforcement method for a special-shaped structure, comprising:

[0008] Receiving an imported three-dimensional model of a special-shaped structure and dividing the range of the upper surface, the range of the lower surface and each side surface of the three-dimensional model;

[0009] Perform surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and perform vertical reinforcement processing on each side surface; connect or overlap the steel bars at the intersection of the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing and each side surface after the vertical reinforcement processing;

[0010] The horizontal reinforcement is carried out on each side, and the horizontal reinforcement at the junction of each side is automatically merged, so as to complete the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure.

[0011] The division of the upper surface range, the lower surface range and each side surface of the three-dimensional model includes:

[0012] The outermost peripheral facade of the structure is regarded as the side surfaces in all directions, and the surfaces directly connected to the upper part of the side surface or connected through other surfaces are determined as the range of the upper surface, and the surfaces directly connected to the lower part of the side surface or connected through other surfaces are determined as the range of the lower surface;

[0013] Among them, the upper surface range and the lower surface range include all turning and undulating surfaces within the range, which are divided into horizontal surfaces, inclined surfaces and vertical surfaces.

[0014] Among them, the surfaces in the upper surface range and the surfaces in the lower surface range of the three-dimensional model are respectively subjected to surface reinforcement processing and automatic fusion, including:

[0015] The horizontal, vertical and inclined surfaces in the upper and lower surface ranges are respectively reinforced by bidirectional parameter-driven categories to complete the independent reinforcement of each surface in the upper and lower surface ranges; then the surface reinforcement of each adjacent surface is automatically merged by rule-driven methods.

[0016] Among them, the surface reinforcement of each adjacent surface is automatically fused according to the rule drive, including:

[0017] Distinguish the corner properties of adjacent interfaces;

[0018] Among them, for the intersection of positive angles, if the diameter and spacing of the steel bars are the same, the steel bars are automatically connected; if the diameter or spacing is different, the steel bars are automatically overlapped; for the intersection of negative angles, regardless of whether the diameter or spacing of the steel bars are the same, the adjacent surface steel bars are automatically anchored.

[0019] The method of connecting or overlapping the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement treatment and the steel bars at the intersection of each side surface after the vertical reinforcement treatment includes:

[0020] If the steel bars on the side surface in the vertical direction are the same as the steel bars on the upper surface range that will be bent to the side surface and the steel bars on the surface in the lower surface range that will be bent to the side surface, the steel bars on the side surface are connected to the steel bars on the upper surface range that will be bent to the side surface and the steel bars on the lower surface range that will be bent to the side surface respectively;

[0021] If the steel bars on the side in the vertical direction are different from the steel bars in the upper surface range that will be bent to the side, or from the steel bars in the lower surface range that will be bent to the side, the steel bars on the side shall be connected to the same steel bars in the upper or lower surface range that will be bent to the side, and the different steel bars shall be overlapped at the corners of the structure;

[0022] If the steel bars in the vertical direction of the side surface are different from the steel bars in the upper surface range that will be bent to the side surface and the steel bars in the lower surface range that will be bent to the side surface, the steel bars in the vertical direction of the side surface shall be overlapped with the steel bars in the upper surface range that will be bent to the side surface and the steel bars in the lower surface range that will be bent to the side surface at the corner of the structure.

[0023] Among them, the horizontal reinforcement processing is carried out on each side, and the horizontal reinforcement at the junction of each side is automatically merged, including:

[0024] The diameter and spacing of the horizontal reinforcements on each side are specified to complete the independent horizontal reinforcement settings on each side; on this basis, the horizontal reinforcements on adjacent sides are automatically merged according to the rules.

[0025] Among them, the horizontal reinforcement processing is carried out on each side, and the horizontal reinforcement at the junction of each side is automatically merged, which also includes:

[0026] Distinguish the corner properties of adjacent interfaces on each side;

[0027] Among them, for the intersection of positive angles, if the diameter and spacing of the side horizontal steel bars are the same, the adjacent horizontal steel bars are automatically connected; if the diameter or spacing is different, the adjacent horizontal steel bars are automatically overlapped; for the intersection of negative angles, regardless of whether the diameter or spacing of the side horizontal steel bars are the same, the adjacent surface steel bars are automatically anchored.

[0028] Furthermore, the method further includes: slicing the three-dimensional model of the reinforced special-shaped structure to generate a two-dimensional reinforcement view, and then generating a two-dimensional construction drawing.

[0029] In a second aspect, the present invention provides a three-dimensional reinforcement device for a special-shaped structure, comprising:

[0030] A receiving unit, used for receiving an imported three-dimensional model of a special-shaped structure and dividing the range of the upper surface, the range of the lower surface and each side surface of the three-dimensional model;

[0031] The reinforcement unit is used to perform surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model, and perform vertical reinforcement processing on each side surface; connect or overlap the steel bars at the intersection of the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing and each side surface after the vertical reinforcement processing;

[0032] The fusion unit is used to carry out horizontal reinforcement processing on each side surface and automatically fuse the horizontal reinforcement at the junction of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure.

[0033] In a third aspect, the present invention provides an electronic device comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein the steps of a three-dimensional reinforcement method for a special-shaped structure are implemented when the processor executes the program.

[0034] In a fourth aspect, the present invention provides a computer-readable storage medium having a computer program stored thereon, which implements the steps of a three-dimensional reinforcement method for a special-shaped structure when the computer program is executed by a processor.

[0035] It can be seen from the above technical scheme that the present invention provides a three-dimensional reinforcement method and device for a special-shaped structure, which receives an imported three-dimensional model of the special-shaped structure and divides the three-dimensional model into an upper surface range, a lower surface range and each side surface; performs surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and performs vertical reinforcement processing on each side surface; connects or overlaps the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing with the steel bars at the intersection of each side surface after the vertical reinforcement processing; performs horizontal reinforcement processing on each side surface, and automatically fuses the steel bars in the horizontal direction at the intersection of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure, which can improve the three-dimensional reinforcement efficiency and reinforcement design accuracy of the special-shaped structure, thereby improving the construction progress and meeting the requirements of fast and accurate engineering design. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0037] Figure 1 It is a schematic flow chart of a three-dimensional reinforcement method for a special-shaped structure in an embodiment of the present invention.

[0038] Figure 2 A schematic diagram of a connection at a location where elevation changes in an embodiment of a three-dimensional reinforcement method for a special-shaped structure provided by the present invention.

[0039] Figure 3 Another schematic diagram of connection at elevation changes in an embodiment of a three-dimensional reinforcement method for a special-shaped structure provided by the present invention.

[0040] Figure 4 A schematic diagram of the connection between the upper surface and the lower surface and the side surfaces in an embodiment of the three-dimensional reinforcement method for a special-shaped structure provided by the present invention.

[0041] Figure 5 A schematic diagram of another connection between the upper surface and the lower surface and the side surfaces in an embodiment of the three-dimensional reinforcement method for a special-shaped structure provided by the present invention.

[0042] Figure 6 A schematic diagram of a connection at a corner in an embodiment of a three-dimensional reinforcement method for a special-shaped structure provided by the present invention.

[0043] Figure 7 Another schematic diagram of connection at the corner in the embodiment of the three-dimensional reinforcement method for special-shaped structures provided by the present invention.

[0044] Figure 8 It is a schematic structural diagram of a three-dimensional reinforcement device for a special-shaped structure in an embodiment of the present invention.

[0045] Fig. 9 Schematic diagram of the structure of an electronic device in an embodiment of the present invention. DETAILED DESCRIPTION

[0046] In order to make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the technical solution in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are 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 ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0047] The present invention provides an embodiment of a three-dimensional reinforcement method for a special-shaped structure, see Figure 1 The three-dimensional reinforcement method of special-shaped structures specifically includes the following contents:

[0048] S101: receiving an imported three-dimensional model of a special-shaped structure and dividing the upper surface range, the lower surface range and each side surface of the three-dimensional model;

[0049] In this step, a three-dimensional model of the irregular body structure is pre-established according to the three-dimensional model software, and the three-dimensional model of the irregular body imported by the three-dimensional model software is received.

[0050] It should be noted that when the 3D model software imports the 3D model of the special-shaped body, the structural parameters and model parameters of the 3D model are also imported. The structural parameters and model parameters can also be manually entered.

[0051] Among them, when receiving the imported three-dimensional model, the position of the three-dimensional model can be fixed according to the placement of the special-shaped body corresponding to the three-dimensional model or in a pre-set manner, and the range of the upper surface, the range of the lower surface and each side of the three-dimensional model can be determined according to the fixed position.

[0052] It should be noted that the outermost peripheral facade of the structure is regarded as the side surface in each direction, and the surfaces directly connected to the upper part of the side surface or connected through other surfaces are determined as the range of the upper surface, and the surfaces directly connected to the lower part of the side surface or connected through other surfaces are determined as the range of the lower surface;

[0053] Among them, the upper surface range and the lower surface range include all turning and undulating surfaces within the range, which are divided into horizontal surfaces, inclined surfaces and vertical surfaces.

[0054] It is understandable that the pre-setting method can be any method; the outermost peripheral facade of the three-dimensional model is regarded as the side surface, and the inner facade is regarded as the turning surface of the upper surface and the lower surface.

[0055] S102: performing surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the surfaces in the lower surface range of the three-dimensional model respectively, and performing vertical reinforcement processing on each side surface; connecting or overlapping the steel bars at the intersection of the surfaces in the upper surface range and the surfaces in the lower surface range of the three-dimensional model after the surface reinforcement processing and each side surface after the vertical reinforcement processing;

[0056] In this step, the horizontal surfaces, vertical surfaces and inclined surfaces in the upper and lower surface ranges are respectively subjected to bidirectional parameter-driven surface reinforcement according to categories to complete the independent reinforcement of each surface in the upper and lower surface ranges; then the surface reinforcement of each adjacent surface is automatically merged by rule-driven.

[0057] The surfaces within the upper surface range and the surfaces within the lower surface range of the three-dimensional model are respectively subjected to surface reinforcement treatment, and the surface reinforcement treatment is the reinforcement in the X direction and the reinforcement in the Y direction, which specifically includes: determining the model parameters corresponding to the three-dimensional model, and the model parameters are the parameters added to the three-dimensional model during the three-dimensional model production, and the model parameters corresponding to the three-dimensional model can be obtained by detecting the three-dimensional model. According to the model parameters, the surfaces within the upper surface range and the surfaces within the lower surface range of the three-dimensional model are respectively subjected to surface reinforcement treatment, specifically, according to the model parameters corresponding to the three-dimensional model, according to the model parameters, the surfaces within the upper surface range and the surfaces within the lower surface range of the three-dimensional model are respectively subjected to parameter-driven surface reinforcement.

[0058] Reinforcement treatment is performed on each side surface in the vertical direction, that is, reinforcement is performed on each side surface in the vertical direction, and the vertical direction is the Z direction of the space where the three-dimensional model is located.

[0059] It should be noted that there are turning surfaces between the surfaces in the upper surface range and the surfaces in the lower surface range, that is, including partial facades. In the process of parameter-driven surface reinforcement, the elevation change of the turning surface is determined, and the steel bars are connected or anchored according to the preset connection rules at the elevation change point.

[0060] Among them, the elevation change is the connection between two horizontal surfaces on the upper surface or the lower surface, which is the local facade. The local facade also requires parameter-driven two-way surface reinforcement.

[0061] When automatically merging the surface reinforcement of each adjacent surface in a rule-driven manner, it is necessary to distinguish the corner properties of the adjacent interfaces;

[0062] Among them, for the intersection of positive angles, if the diameter and spacing of the steel bars are the same, the steel bars are automatically connected; if the diameter or spacing is different, the steel bars are automatically overlapped; for the intersection of negative angles, regardless of whether the diameter or spacing of the steel bars are the same, the adjacent surface steel bars are automatically anchored.

[0063] Connect or anchor the steel bars according to the preset connection rules. Figure 2 If the inflection point at the elevation change is downward and the steel bars are the same, the steel bars are bent; if the inflection point at the elevation change is upward, the steel bars are anchored. Figure 3 If the inflection point where the elevation changes is directed downward and the steel bars are different, the steel bars are anchored; if the inflection point where the elevation changes is directed upward, the steel bars are anchored.

[0064] In this step, the connection between the upper surface, the lower surface and each side surface includes: direct connection and overlap anchoring. When making the specific connection, the specifications of the steel bars on the upper surface, the steel bars on the lower surface and the steel bars on each side surface are determined. Figure 4, if the steel bars on the side surface in the vertical direction are the same as the steel bars bent from the surface to the side surface in the upper surface range and the steel bars bent from the surface to the side surface in the lower surface range, then the steel bars on the side surface are connected to the steel bars bent from the surface to the side surface in the upper surface range and the steel bars bent from the surface to the side surface in the lower surface range respectively;

[0065] If the steel bars on the side surface in the vertical direction are the same as the steel bars on the surface in the upper surface range that are bent to the side surface, and are different from the steel bars on the surface in the lower surface range that are bent to the side surface, the steel bars on the side surface are connected to the steel bars on the surface in the upper surface range that are bent to the side surface, and the steel bars on the side surface are overlapped and anchored with the steel bars on the surface in the lower surface range that are bent to the side surface; if the steel bars on the side surface in the vertical direction are the same as the steel bars on the surface in the lower surface range that are bent to the side surface, and are different from the steel bars on the surface in the upper surface range that are bent to the side surface, the steel bars on the side surface are connected to the steel bars on the surface in the lower surface range that are bent to the side surface, and the steel bars on the side surface are overlapped and anchored with the steel bars on the surface in the upper surface range that are bent to the side surface;

[0066] It should be noted that the same steel bars refer to the same specifications of the steel bars.

[0067] See also Figure 5 If the steel bars on the side in the vertical direction are different from the steel bars bent from the surface in the upper surface range to the side and the steel bars bent from the surface in the lower surface range to the side, the steel bars on the side shall be overlapped and anchored with the steel bars bent from the surface in the upper surface range to the side and the steel bars bent from the surface in the lower surface range to the side respectively.

[0068] It should be noted that the same steel bars refer to the same specifications of the steel bars. The steel bars on each side have the same specifications as the steel bars on the upper or lower surface that are about to be bent to this side, but the spacing is different, so overlap anchoring is performed.

[0069] S103: Performing horizontal reinforcement processing on each side surface, and automatically fusing the horizontal reinforcements at the junctions of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure.

[0070] In this step, after completing the vertical reinforcement of each side surface, the horizontal reinforcement of each side surface is processed by using parameter reinforcement to complete the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure.

[0071] Among them, at the corner between adjacent sides, by detecting whether the corner is an inner corner or an outer corner, see Figure 6 , the inner corner reinforcement is anchored, and the outer corner reinforcement is the same, then the reinforcement is bent; see Figure 7 , the inner corner reinforcement is anchored, and the outer corner reinforcement is different, so it is overlapped and anchored.

[0072] In this embodiment, for a deeper special-shaped structure, it is necessary to locally strengthen the deeper special-shaped structure, that is, to connect the steel bars at the corners between adjacent side surfaces. If it is determined that the sum of the upper surface, the lower surface and each side surface of the special-shaped structure is greater than a preset value, it is determined to be a deeper special-shaped structure. After determination, the steel bars at the corners are strengthened according to the reinforcement result of the deeper special-shaped structure.

[0073] In this embodiment, the preset value is 2 meters.

[0074] Specifically: when the corner is configured as directly bent steel bars, the corner reinforcement steel bars are supplemented through parameter settings; when the corner is configured as lap-anchored steel bars, the software determines whether the reinforcement of the corner steel bars can be met by extending the lap-anchor range of the steel bars through the parameter settings of the additional steel bars. If so, the lap-anchor range of the steel bars is automatically extended. If not, after extending the lap-anchor range of the steel bars, the software automatically determines the additional steel bars and automatically configures the steel bars.

[0075] As can be seen from the above description, the three-dimensional reinforcement method for special-shaped structures provided in an embodiment of the present invention receives an imported three-dimensional model of the special-shaped structure and divides the three-dimensional model into an upper surface range, a lower surface range and each side surface; performs surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and performs vertical reinforcement processing on each side surface; connects or overlaps the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing with the steel bars at the intersection of each side surface after the vertical reinforcement processing; performs horizontal reinforcement processing on each side surface, and automatically fuses the steel bars in the horizontal direction at the intersection of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure, which can improve the three-dimensional reinforcement efficiency and reinforcement design accuracy of the special-shaped structure, thereby improving the construction progress and meeting the requirements of fast and accurate engineering design.

[0076] The embodiment of the three-dimensional reinforcement method based on the above-mentioned special-shaped structure further includes: adjusting the model parameters corresponding to the determined three-dimensional model based on the historical model parameter database to obtain the model optimization parameters;

[0077] In this step, historical model parameters are stored in the database. The three-dimensional model is adjusted by calling the historical model parameters in the database, that is, the missing parameters in the model parameters corresponding to the three-dimensional model are supplemented to improve the accuracy of the model parameters corresponding to the three-dimensional model.

[0078] It should be noted that the database also stores the type, process parameters, environmental parameters, load parameters and reinforcement results of the heterogeneous components corresponding to the 3D model, and enters the minimum reinforcement ratio and the reinforcement scheme under the optimal reinforcement ratio of the heterogeneous structure into the background database. It can be used as a design reference when reinforcing the heterogeneous structure.

[0079] The historical model parameter database is used to verify and optimize the model parameters and improve the accuracy of reinforcement design.

[0080] Based on the above-mentioned three-dimensional reinforcement method embodiment of the special-shaped structure, it further includes: determining the amount of reinforcement material for the special-shaped structure according to the three-dimensional model of the reinforced special-shaped structure.

[0081] The three-dimensional model of the reinforced special-shaped structure is used to determine the amount of reinforcement materials for the special-shaped structure, including: various types of steel bars, lengths and quantities; the three-dimensional model is used to directly count the lengths and quantities of various types of steel bars, summarize the material table, and realize the statistics of material usage and construction process control, which is convenient for direct use in construction management, procurement and project operation and maintenance, thereby improving the construction progress and meeting the requirements of fast and accurate engineering design.

[0082] The embodiment of the three-dimensional reinforcement method for the special-shaped structure further includes: slicing the three-dimensional model of the reinforced special-shaped structure to generate a two-dimensional reinforcement view.

[0083] In this step, the 3D model of the special-shaped structure is sliced ​​to generate a 2D reinforcement view, and then a 2D construction drawing is generated. This can greatly improve the efficiency of 3D reinforcement design and 2D drawing, and can assist in standardizing reinforcement, which is beneficial to the management during the construction and operation and maintenance stages.

[0084] Slicing the overall 3D reinforcement model to generate a 2D reinforcement view to guide construction can effectively improve work efficiency and reinforcement design accuracy, and facilitate the display of 3D reinforcement results and optimize structural reinforcement design.

[0085] From the above description, it can be seen that the three-dimensional reinforcement method of the special-shaped structure provided in the embodiment of the present invention can improve the three-dimensional reinforcement efficiency and display the three-dimensional reinforcement results, and can also optimize the structural reinforcement design and count the material quantity, which is convenient for controlling the construction process.

[0086] The embodiment of the present invention provides a specific implementation of a three-dimensional reinforcement device for a special-shaped structure that can realize all the contents of the three-dimensional reinforcement method for a special-shaped structure, see Figure 8 The three-dimensional reinforcement device of the special-shaped structure specifically includes the following contents:

[0087] A receiving unit 10 is used to receive an imported three-dimensional model of a special-shaped structure and divide the range of the upper surface, the range of the lower surface and each side surface of the three-dimensional model;

[0088] The reinforcement unit 20 is used to perform surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model, and perform vertical reinforcement processing on each side surface; connect or overlap the steel bars at the intersection of the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing and each side surface after the vertical reinforcement processing;

[0089] The fusion unit 30 is used to perform horizontal reinforcement processing on each side surface and automatically fuse the steel bars in the horizontal direction at the junction of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure.

[0090] The embodiment of the three-dimensional reinforcement device for special-shaped structures provided by the present invention can be specifically used to execute the processing flow of the embodiment of the three-dimensional reinforcement method for special-shaped structures in the above-mentioned embodiment. Its functions will not be repeated here, and reference can be made to the detailed description of the above-mentioned method embodiment.

[0091] As can be seen from the above description, the three-dimensional reinforcement device for the special-shaped structure provided in the embodiment of the present invention receives the imported three-dimensional model of the special-shaped structure and divides the upper surface range, the lower surface range and each side surface of the three-dimensional model; performs surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and performs vertical reinforcement processing on each side surface; connects or overlaps the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing with the steel bars at the intersection of each side surface after the vertical reinforcement processing; performs horizontal reinforcement processing on each side surface, and automatically fuses the steel bars in the horizontal direction at the intersection of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure, which can improve the three-dimensional reinforcement efficiency and reinforcement design accuracy of the special-shaped structure, thereby improving the construction progress and meeting the requirements of fast and accurate engineering design.

[0092] The present application provides an embodiment of an electronic device for implementing all or part of the contents of a three-dimensional reinforcement method for a special-shaped structure. The electronic device specifically includes the following contents:

[0093] Processor, memory, communication interface and bus; wherein the processor, memory and communication interface communicate with each other through the bus; the communication interface is used to realize information transmission between related devices; the electronic device can be a desktop computer, a tablet computer and a mobile terminal, etc., but the present embodiment is not limited thereto. In the present embodiment, the electronic device can be implemented with reference to the embodiment of the method for implementing the three-dimensional reinforcement of the special-shaped structure and the embodiment of the device for implementing the three-dimensional reinforcement of the special-shaped structure, and the contents thereof are incorporated herein, and the repeated parts are not repeated.

[0094] Fig. 9 FIG. 9 is a schematic block diagram of the system structure of the electronic device 9600 according to an embodiment of the present application. Fig. 9 As shown, the electronic device 9600 may include a central processor 9100 and a memory 9140; the memory 9140 is coupled to the central processor 9100. It is worth noting that Fig. 9 is exemplary; other types of structures may also be used to supplement or replace this structure to implement telecommunication functions or other functions.

[0095] In one embodiment, the three-dimensional reinforcement function of the special-shaped structure can be integrated into the central processing unit 9100. The central processing unit 9100 can be configured to perform the following control:

[0096] Receive the imported three-dimensional model of the special-shaped structure and divide the upper surface range, the lower surface range and each side surface of the three-dimensional model; perform surface reinforcement treatment and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and perform vertical reinforcement treatment on each side surface; connect or overlap the steel bars at the intersection of the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement treatment and each side surface after the vertical reinforcement treatment; perform horizontal reinforcement treatment on each side surface, and automatically fuse the steel bars in the horizontal direction at the intersection of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure.

[0097] From the above description, it can be seen that the electronic device provided by the embodiment of the present application receives the imported three-dimensional model of the special-shaped structure and divides the upper surface range, the lower surface range and each side surface of the three-dimensional model; performs surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and performs vertical reinforcement processing on each side surface; connects or overlaps the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing with the steel bars at the intersection of each side surface after the vertical reinforcement processing; performs horizontal reinforcement processing on each side surface, and automatically fuses the steel bars in the horizontal direction at the intersection of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure, which can improve the three-dimensional reinforcement efficiency and reinforcement design accuracy of the special-shaped structure, thereby improving the construction progress and meeting the requirements of fast and accurate engineering design.

[0098] In another embodiment, the three-dimensional reinforcement device of the special-shaped structure can be configured separately from the central processing unit 9100. For example, the three-dimensional reinforcement of the special-shaped structure can be configured as a chip connected to the central processing unit 9100, and the three-dimensional reinforcement function of the special-shaped structure can be realized through the control of the central processing unit.

[0099] like Fig. 9 As shown, the electronic device 9600 may also include: a communication module 9110, an input unit 9120, an audio processor 9130, a display 9160, and a power supply 9170. It is worth noting that the electronic device 9600 does not necessarily have to include Fig. 9 In addition, the electronic device 9600 may also include Fig. 9 For components not shown, reference may be made to the prior art.

[0100] like Fig. 9 As shown, the central processing unit 9100 is sometimes also referred to as a controller or an operation control, and may include a microprocessor or other processor device and / or logic device, which receives input and controls the operation of various components of the electronic device 9600.

[0101] The memory 9140 may be, for example, one or more of a cache, a flash memory, a hard drive, a removable medium, a volatile memory, a non-volatile memory or other suitable devices. The above-mentioned information related to the failure may be stored, and a program for executing the relevant information may also be stored. The CPU 9100 may execute the program stored in the memory 9140 to implement information storage or processing, etc.

[0102] The input unit 9120 provides input to the central processing unit 9100. The input unit 9120 is, for example, a key or a touch input device. The power supply 9170 is used to provide power to the electronic device 9600. The display 9160 is used to display display objects such as images and texts. The display may be, for example, an LCD display, but is not limited thereto.

[0103] The memory 9140 may be a solid-state memory, such as a read-only memory (ROM), a random access memory (RAM), a SIM card, etc. It may also be a memory that saves information even when the power is off, can be selectively erased, and is provided with more data, examples of which are sometimes referred to as EPROMs, etc. The memory 9140 may also be some other type of device. The memory 9140 includes a buffer memory 9141 (sometimes referred to as a buffer). The memory 9140 may include an application / function storage unit 9142, which is used to store application programs and function programs or processes for executing the operation of the electronic device 9600 through the central processor 9100.

[0104] The memory 9140 may also include a data storage unit 9143 for storing data, such as contacts, digital data, pictures, sounds, and / or any other data used by the electronic device. The driver storage unit 9144 of the memory 9140 may include various drivers for communication functions of the electronic device and / or for executing other functions of the electronic device (such as messaging applications, address book applications, etc.).

[0105] The communication module 9110 is a transmitter / receiver 9110 that sends and receives signals via an antenna 9111. The communication module (transmitter / receiver) 9110 is coupled to the central processor 9100 to provide input signals and receive output signals, which may be the same as the case of a conventional mobile communication terminal.

[0106] Based on different communication technologies, multiple communication modules 9110 may be provided in the same electronic device, such as a cellular network module, a Bluetooth module and / or a wireless LAN module, etc. The communication module (transmitter / receiver) 9110 is also coupled to a speaker 9131 and a microphone 9132 via an audio processor 9130 to provide an audio output via the speaker 9131 and receive an audio input from the microphone 9132, thereby realizing a common telecommunication function. The audio processor 9130 may include any suitable buffer, decoder, amplifier, etc. In addition, the audio processor 9130 is also coupled to the central processor 9100, so that recording can be performed on the local machine through the microphone 9132, and the sound stored on the local machine can be played through the speaker 9131.

[0107] The embodiment of the present invention also provides a computer-readable storage medium capable of implementing all the steps in the three-dimensional reinforcement method for a special-shaped structure in the above embodiment. The computer-readable storage medium stores a computer program. When the computer program is executed by a processor, all the steps of the three-dimensional reinforcement method for a special-shaped structure in the above embodiment are implemented. For example, when the processor executes the computer program, the following steps are implemented:

[0108] Receive the imported three-dimensional model of the special-shaped structure and divide the upper surface range, the lower surface range and each side surface of the three-dimensional model; perform surface reinforcement treatment and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and perform vertical reinforcement treatment on each side surface; connect or overlap the steel bars at the intersection of the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement treatment and each side surface after the vertical reinforcement treatment; perform horizontal reinforcement treatment on each side surface, and automatically fuse the steel bars in the horizontal direction at the intersection of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure.

[0109] From the above description, it can be seen that the computer-readable storage medium provided by the embodiment of the present invention receives the imported three-dimensional model of the special-shaped structure and divides the upper surface range, the lower surface range and each side surface of the three-dimensional model; performs surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and performs vertical reinforcement processing on each side surface; connects or overlaps the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing with the steel bars at the intersection of each side surface after the vertical reinforcement processing; performs horizontal reinforcement processing on each side surface, and automatically fuses the steel bars in the horizontal direction at the intersection of each side surface, thereby completing the three-dimensional reinforcement of the three-dimensional model of the special-shaped structure, which can improve the three-dimensional reinforcement efficiency and reinforcement design accuracy of the special-shaped structure, thereby improving the construction progress and meeting the requirements of fast and accurate engineering design.

[0110] Although the present invention provides method operation steps such as embodiments or flow charts, more or fewer operation steps may be included based on conventional or non-creative labor. The order of steps listed in the embodiments is only one way of executing the order of many steps and does not represent the only execution order. When the device or client product in practice is executed, it can be executed in the order of the method shown in the embodiments or the drawings or in parallel (for example, in a parallel processor or multi-threaded processing environment).

[0111] It should be understood by those skilled in the art that the embodiments of this specification may be provided as methods, devices (systems) or computer program products. Therefore, the embodiments of this specification may take the form of complete hardware embodiments, complete software embodiments or embodiments combining software and hardware. Moreover, the present invention may take the form of a computer program product implemented on one or more computer-usable storage media (including but not limited to disk storage, CD-ROM, optical storage, etc.) containing computer-usable program codes.

[0112] The present invention is described with reference to flowcharts and / or block diagrams of methods, apparatus (systems) and computer program products according to embodiments of the present invention. It should be understood that each process and / or block in the flowchart and / or block diagram, as well as a combination of processes and / or blocks in the flowchart and / or block diagram, can be implemented by computer program instructions. These computer program instructions can be provided to a processor of a general-purpose computer, a special-purpose computer, an embedded processor or other programmable data processing device to produce a machine, so that the instructions executed by the processor of the computer or other programmable data processing device generate instructions for implementing the processes in the flowchart and / or block diagram. Figure 1 A process or multiple processes and / or boxes Figure 1 A device that provides the functions specified in a block or multiple blocks.

[0113] These computer program instructions may also be stored in a computer readable memory capable of directing a computer or other programmable data processing device to operate in a specific manner, so that the instructions stored in the computer readable memory produce an article of manufacture including an instruction device, which implements the process Figure 1 A process or multiple processes and / or boxes Figure 1 A function specified in one or more boxes.

[0114] These computer program instructions can also be loaded onto a computer or other programmable data processing device so that a series of operating steps are executed on the computer or other programmable device to produce a computer-implemented process, thereby providing instructions for implementing the process in the computer or other programmable device. Figure 1 A process or multiple processes and / or boxes Figure 1 The steps for the functions specified in one or more boxes.

[0115] Each embodiment in this specification is described in a progressive manner, and the same and similar parts between the embodiments can be referred to each other, and each embodiment focuses on the differences from other embodiments. In particular, for the system embodiment, since it is basically similar to the method embodiment, the description is relatively simple, and the relevant parts can be referred to the partial description of the method embodiment. In this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply that there is any such actual relationship or order between these entities or operations. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to the specific circumstances. It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present invention can be combined with each other. The present invention is not limited to any single aspect, nor is it limited to any single embodiment, nor is it limited to any combination and / or replacement of these aspects and / or embodiments. Moreover, each aspect and / or embodiment of the present invention can be used alone or in combination with one or more other aspects and / or embodiments thereof.

[0116] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein by equivalents. These modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present invention, and they should all be included in the scope of the claims and specification of the present invention.

Claims

1. A three-dimensional reinforcement method for a special-shaped structure, characterized in that: include: Receiving an imported three-dimensional model of a special-shaped structure and dividing the range of the upper surface, the range of the lower surface and each side surface of the three-dimensional model; Performing surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model respectively, and performing vertical reinforcement processing on each side surface; connecting or overlapping the steel bars at the intersection of the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing and each side surface after the vertical reinforcement processing; the surface reinforcement processing is the X-direction reinforcement and the Y-direction reinforcement; Perform horizontal reinforcement processing on each side, and automatically merge the horizontal reinforcement at the junction of each side, so as to complete the 3D reinforcement of the 3D model of the special-shaped structure; Wherein, the three-dimensional reinforcement method of the special-shaped structure also includes: If it is determined that the sum of the upper surface, the lower surface and each side surface of the special-shaped structure is greater than 2 meters, it is determined to be a deeper special-shaped structure; after the determination, the steel bars at the corners are strengthened according to the reinforcement results of the deeper special-shaped structure; and The reinforcement processing includes: when the corner is configured as directly bent steel bars, the corner reinforcement steel bars are supplemented through parameter settings; when the corner is configured as lap-anchored steel bars, the software determines whether the reinforcement of the corner steel bars can be met by extending the lap-anchoring range of the steel bars through parameter settings of the additional steel bars. If so, the lap-anchoring range of the steel bars is automatically extended. If not, after extending the lap-anchoring range of the steel bars, additional additional steel bars are automatically determined and the steel bars are automatically configured.

2. The three-dimensional reinforcement method of a special-shaped structure according to claim 1, characterized in that: Divide the upper surface range, the lower surface range and each side surface of the three-dimensional model, including: The outermost peripheral facade of the structure is regarded as the side surfaces in all directions, and the surfaces directly connected to the upper part of the side surface or connected through other surfaces are determined as the range of the upper surface, and the surfaces directly connected to the lower part of the side surface or connected through other surfaces are determined as the range of the lower surface; Among them, the upper surface range and the lower surface range include all turning and undulating surfaces within the range, which are divided into horizontal surfaces, inclined surfaces and vertical surfaces.

3. The three-dimensional reinforcement method of a special-shaped structure according to claim 1, characterized in that: The surfaces in the upper and lower surface ranges of the 3D model are reinforced and automatically merged, including: The horizontal, vertical and inclined surfaces in the upper and lower surface ranges are respectively reinforced by bidirectional parameter-driven categories to complete the independent reinforcement of each surface in the upper and lower surface ranges; then the surface reinforcement of each adjacent surface is automatically merged by rule-driven methods.

4. The three-dimensional reinforcement method of a special-shaped structure according to claim 3, characterized in that: Automatically merge the surface reinforcement of each adjacent surface based on rules, including: Distinguish the corner properties of adjacent interfaces; Among them, for the intersection of positive angles, if the diameter and spacing of the steel bars are the same, the steel bars are automatically connected; if the diameter or spacing is different, the steel bars are automatically overlapped; for the intersection of negative angles, regardless of whether the diameter or spacing of the steel bars are the same, the adjacent surface steel bars are automatically anchored.

5. The three-dimensional reinforcement method of a special-shaped structure according to claim 1, characterized in that: Connect or overlap the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement treatment and the steel bars at the intersection of each side surface after the vertical reinforcement treatment, including: If the steel bars on the side surface in the vertical direction are the same as the steel bars on the upper surface range that will be bent to the side surface and the steel bars on the surface in the lower surface range that will be bent to the side surface, the steel bars on the side surface are connected to the steel bars on the upper surface range that will be bent to the side surface and the steel bars on the lower surface range that will be bent to the side surface respectively; If the steel bars on the side in the vertical direction are different from the steel bars in the upper surface range that will be bent to the side, or from the steel bars in the lower surface range that will be bent to the side, the steel bars on the side shall be connected to the same steel bars in the upper or lower surface range that will be bent to the side, and the different steel bars shall be overlapped at the corners of the structure; If the steel bars in the vertical direction of the side surface are different from the steel bars in the upper surface range that will be bent to the side surface and the steel bars in the lower surface range that will be bent to the side surface, the steel bars in the vertical direction of the side surface shall be overlapped with the steel bars in the upper surface range that will be bent to the side surface and the steel bars in the lower surface range that will be bent to the side surface at the corner of the structure.

6. The three-dimensional reinforcement method of a special-shaped structure according to claim 1, characterized in that: Perform horizontal reinforcement processing on each side, and automatically merge the horizontal reinforcement at the junction of each side, including: The diameter and spacing of the horizontal reinforcements on each side are specified to complete the independent horizontal reinforcement settings on each side; on this basis, the horizontal reinforcements on adjacent sides are automatically merged according to the rules.

7. The three-dimensional reinforcement method of a special-shaped structure according to claim 6, characterized in that: Perform horizontal reinforcement processing on each side, automatically merge the horizontal reinforcement at the junction of each side, and also include: Distinguish the corner properties of adjacent interfaces on each side; Among them, for the intersection of positive angles, if the diameter and spacing of the side horizontal steel bars are the same, the adjacent horizontal steel bars are automatically connected; if the diameter or spacing is different, the adjacent horizontal steel bars are automatically overlapped; for the intersection of negative angles, regardless of whether the diameter or spacing of the side horizontal steel bars are the same, the adjacent surface steel bars are automatically anchored.

8. The three-dimensional reinforcement method of a special-shaped structure according to claim 1, characterized in that: Also includes: The three-dimensional model of the reinforced special-shaped structure is sliced ​​to generate a two-dimensional reinforcement view, and then a two-dimensional construction drawing is generated.

9. A three-dimensional reinforcement device for a special-shaped structure, characterized in that: include: A receiving unit, used for receiving an imported three-dimensional model of a special-shaped structure and dividing the range of the upper surface, the range of the lower surface and each side surface of the three-dimensional model; The reinforcement unit is used to perform surface reinforcement processing and automatic fusion on the surfaces in the upper surface range and the lower surface range of the three-dimensional model, and perform vertical reinforcement processing on each side surface; connect or overlap the steel bars at the intersection of the surfaces in the upper surface range and the lower surface range of the three-dimensional model after the surface reinforcement processing and each side surface after the vertical reinforcement processing; the surface reinforcement processing is the reinforcement in the X direction and the reinforcement in the Y direction; The fusion unit is used to carry out horizontal reinforcement processing on each side and automatically fuse the horizontal reinforcement at the junction of each side, thereby completing the 3D reinforcement of the 3D model of the special-shaped structure; Wherein, the three-dimensional reinforcement device of the special-shaped structure also includes: If it is determined that the sum of the upper surface, the lower surface and each side surface of the special-shaped structure is greater than 2 meters, it is determined to be a deeper special-shaped structure; after the determination, the steel bars at the corners are strengthened according to the reinforcement results of the deeper special-shaped structure; and The reinforcement processing includes: when the corner is configured as directly bent steel bars, the corner reinforcement steel bars are supplemented through parameter settings; when the corner is configured as lap-anchored steel bars, the software determines whether the reinforcement of the corner steel bars can be met by extending the lap-anchoring range of the steel bars through parameter settings of the additional steel bars. If so, the lap-anchoring range of the steel bars is automatically extended. If not, after extending the lap-anchoring range of the steel bars, additional additional steel bars are automatically determined and the steel bars are automatically configured.

10. An electronic device comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, characterized in that: When the processor executes the program, the steps of the three-dimensional reinforcement method for the special-shaped structure of any one of claims 1 to 8 are implemented.

11. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the computer program is executed by a processor, the steps of the three-dimensional reinforcement method for the special-shaped structure of any one of claims 1 to 8 are implemented.

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