A modeling method for rapidly generating a pipe rack through secondary development based on the Tekla platform

Abstract

The present invention provides a modeling method for rapidly generating a conduit frame through secondary development based on a Tekla platform, comprising inputting basic plane parameters and elevation parameters of the conduit frame to generate a basic framework model of the conduit frame; performing reinforcement according to design requirements on the basic framework model, performing segmentation processing on the conduit, and correcting the basic framework model; performing oblique reinforcement overlap at a designated position of the conduit frame to improve the conduit frame model; performing segmentation processing on the oblique reinforcement and correcting reinforcement parameters; and generating a target conduit frame main body model. The present invention can rapidly complete the main structure of the conduit frame by using the conduit frame node parameters, thereby achieving the purpose of shortening the time for model construction and improving work efficiency.

Description

Technical Field

[0001] The present invention relates to the technical field of catheter rack platform design, and in particular to a modeling method for rapidly generating a catheter rack through secondary development based on a Tekla platform. Background Art

[0002] The construction of an offshore platform is a large, complex, and high-tech project. The jacket is a key structure in an offshore platform, and the quality of the jacket construction directly affects the overall quality of the platform structure. Therefore, efficient and accurate processing of jacket components is a necessary prerequisite for building an offshore platform. The organization and calculation of the parameters of the platform's metal jacket components, the expansion diagram and mouth shape of the jacket along the inner wall after cutting can be quickly constructed into a 3D model using Tekla software to view and generate drawings with one click.

[0003] In today's offshore platform manufacturing, using Tekla software to model the jacket is a common way of drawing, but the software is highly versatile and it takes a long time to build the model. Summary of the invention

[0004] In order to shorten the time of building a conduit model using Tekla software, the purpose of the present invention is to provide a modeling method for quickly generating a conduit based on the Tekla platform through secondary development. The method uses Tekla software for secondary development to achieve rapid construction of the conduit model, which is mainly used to solve the versatility of Tekla and improve the applicability of conduit model construction.

[0005] The present invention achieves the above-mentioned purpose through the following technical solutions:

[0006] A modeling method for rapidly generating a pipe rack through secondary development based on a Tekla platform includes the following steps:

[0007] Input the basic plane parameters and elevation parameters of the jacket to generate the basic framework model of the jacket;

[0008] On the basic frame model, the reinforcement is stretched according to the design requirements, the conduit is segmented and the basic frame model is modified;

[0009] Carry out overlapping of diagonal reinforcement at designated positions of the jacket frame to improve the jacket model;

[0010] Divide the inclined reinforcement into sections and modify the reinforcement parameters;

[0011] Generate the target pipe rack main body model.

[0012] According to a modeling method for rapidly generating a conduit frame through secondary development based on a Tekla platform provided by the present invention, the basic framework model of the conduit frame is generated, comprising:

[0013] Step S11, inputting the horizontal layer parameter size, including the horizontal size of each layer of the jacket, and the existing specified shape or offset;

[0014] Step S12, inputting the top elevation, bottom elevation, inflection point elevation, and horizontal layer elevation of the conductor rack;

[0015] Step S13, generating a jacket frame model based on the parameters input in steps S11 and S12.

[0016] According to a modeling method for rapidly generating a conductor frame through secondary development based on a Tekla platform provided by the present invention, when calculating the parameter size of a horizontal layer, based on the positions of the top horizontal layer and other horizontal layers relative to the center point, the center point of the horizontal layer is taken as the origin, the distances from the two sides of the horizontal layer to the center point are calculated, and the coordinates are reflected in the X-axis and Y-axis; based on the parameters and elevation information of the top horizontal layer, the parameters of the remaining horizontal layers are generated using an automatic calculation function; wherein, the coordinates of the center point of the top horizontal layer are determined, the distances from the two sides of the top horizontal layer to the center point are calculated, and the coordinate values ​​on the X-axis and Y-axis are obtained respectively;

[0017] According to a modeling method for rapidly generating a conductor rack through secondary development based on a Tekla platform provided by the present invention, in step S12, the top elevation is used to confirm the highest point position of the conductor rack, and the bottom elevation is used to confirm the lowest point position of the conductor rack. These two elevation values ​​are input to define the overall height range of the conductor rack;

[0018] The inflection point indicates the point where the jacket changes in the vertical direction. Enter the position and type of the inflection point to define the shape and change of the jacket.

[0019] Taking advantage of the fact that the upper end of the top elevation is a vertical structure and the lower end of the bottom elevation is a vertical structure, the elevation information is input and the basic frame model of the jacket is generated.

[0020] According to a modeling method for rapidly generating a conduit frame through secondary development based on a Tekla platform provided by the present invention, the reinforcement is stretched according to design requirements, the conduit is segmented, and the basic framework model is modified, including:

[0021] S21, selecting the conduit as a segmentation object, dividing the conduit into a plurality of pipe segments using a rod segmentation function, adjusting the size of each segmented pipe segment as required, and verifying the size of the modified pipe segment;

[0022] S22, selecting the reinforcement as the segmentation object, dividing the reinforcement into multiple sections using the rod segmentation function, adjusting the size of each segmented reinforcement as needed, and verifying the modified reinforcement size.

[0023] According to a modeling method for rapidly generating a conductor frame through secondary development based on a Tekla platform provided by the present invention, in step S21, the rod segmentation function generates a temporary tie bar with the same specifications as the original rod, then cuts and segments it, and automatically deletes the temporary tie bar after the segmentation is completed, thereby realizing the segmentation processing of the original rod;

[0024] In step S21, the pipe segment parameter verification is to compare the modified parameters with the dimensions marked on the drawing.

[0025] According to a modeling method for rapidly generating a jacket through secondary development based on a Tekla platform provided by the present invention, the method of overlapping the inclined reinforcement bars at a designated position of the jacket frame comprises:

[0026] S31, select the lap joint method of the inclined reinforcement according to the structural characteristics and design requirements of the jacket;

[0027] S32, setting parameters for the overlapping diagonal reinforcement;

[0028] S33, after the inclined reinforcement is overlapped, the generated inclined reinforcement size parameters are checked;

[0029] S34, when the verification is passed, the inclined reinforcement lap joint is completed.

[0030] According to a modeling method for rapidly generating a conductor frame through secondary development based on a Tekla platform provided by the present invention, when calculating the overlap mode of the oblique tie bars, it includes one-end overlap with one end point confirmed and two-end overlap with two ends not confirmed. The overlap tie bars are automatically generated through three-dimensional calculation after mathematical modeling based on the rod parameters at both ends or one end and the generated tie bar parameters. Another control parameter is the GAP value at the left and right ends, that is, the minimum gap between the rods.

[0031] According to a modeling method for rapidly generating a conductor frame through secondary development based on a Tekla platform provided by the present invention, the segmentation of the oblique tie bars and the correction of the tie bar parameters include:

[0032] S41, according to the horizontal layer layout of the jacket and the arrangement requirements of the inclined reinforcement, the inclined reinforcement is segmented on the horizontal layer, and the parameters of each segmented inclined reinforcement pipe section are modified and verified;

[0033] S42, according to the facade layout of the jacket and the arrangement requirements of the inclined reinforcement, the inclined reinforcement is segmented on the facade, and the parameters of the inclined reinforcement pipe sections after the facade segmentation are modified and verified;

[0034] S43, the segmented and parameter-corrected inclined reinforcement is integrated into the overall structure of the jacket to complete the jacket structure.

[0035] According to a modeling method for rapidly generating a conductor frame through secondary development based on a Tekla platform provided by the present invention, in step S41, the segmentation processing of the oblique tie bar includes using a bar segmentation function to generate a tie bar with the same bar specification, cutting and segmenting it, and then automatically deleting it, and the number and position of the segments are controlled by inputting a length;

[0036] When two rods intersect, their intersection is used as the origin, and a tie rod with the same diameter, wall thickness and material as the original rod is generated at both ends. Then, the tie rod is cut and segmented, and the original entire tie rod is automatically deleted. In this process, two parameters need to be input continuously, representing the length from the left end point to the intersection and the length from the right end point to the intersection. Segmentation is performed on both sides of the intersection according to these two length values.

[0037] It can be seen that compared with the prior art, the method provided by the present invention has the following beneficial effects:

[0038] 1. The present invention can use the conductor frame node parameters to quickly complete the conductor frame main structure, thereby shortening the time for building the model and improving work efficiency.

[0039] 2. The present invention can automatically generate a basic framework model of the conductor rack by inputting basic plane parameters and elevation parameters of the conductor rack, thereby greatly reducing the time and effort required for manual modeling.

[0040] 3. In the modeling process of the present invention, it is relatively quick to modify the basic frame model and adjust the reinforcement parameters. This method allows the user to accurately control the position of the reinforcement, the segmentation of the conduit, and the overlap of the oblique reinforcement according to the design requirements, thereby ensuring the accuracy of the model.

[0041] 4. The secondary development based on the Tekla platform of the present invention allows users to customize the modeling method according to specific project requirements, thereby meeting the special needs of different engineering scenarios. The automated generation and correction process reduces the possibility of human error, making the model more in line with actual engineering needs.

[0042] 5. The automated modeling process of the present invention reduces the reliance on manual modeling, thereby reducing labor costs. By precisely controlling the size and shape of the model, materials can be used more effectively and waste can be reduced.

[0043] The present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments. BRIEF DESCRIPTION OF THE DRAWINGS

[0044] Figure 1 It is a schematic diagram of a model of a pile-type conductor frame in an embodiment of a modeling method for rapidly generating a conductor frame through secondary development based on a Tekla platform of the present invention.

[0045] Figure 2 The present invention is a flow chart of an embodiment of a modeling method for rapidly generating a catheter rack through secondary development based on a Tekla platform.

[0046] Figure 3 It is a flowchart of step S1 in an embodiment of a modeling method for rapidly generating a catheter rack through secondary development based on a Tekla platform of the present invention.

[0047] Figure 4 It is a flowchart of step S2 in an embodiment of a modeling method for rapidly generating a catheter rack through secondary development based on a Tekla platform of the present invention.

[0048] Figure 5 It is a flowchart of step S3 in an embodiment of a modeling method for rapidly generating a catheter rack through secondary development based on a Tekla platform of the present invention.

[0049] Figure 6 It is a flowchart of step S4 in an embodiment of a modeling method for rapidly generating a catheter rack through secondary development based on a Tekla platform of the present invention. DETAILED DESCRIPTION

[0050] In order to make the purpose, technical solution and advantages of the present invention clearer, the technical solution of the present invention will be clearly and completely described below in conjunction with the drawings 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.

[0051] Reference to "embodiments" herein means that a particular feature, structure, or characteristic described in conjunction with the embodiments may be included in at least one embodiment of the present application. The appearance of the phrase in various locations in the specification does not necessarily refer to the same embodiment, nor is it an independent or alternative embodiment that is mutually exclusive with other embodiments. It is explicitly and implicitly understood by those skilled in the art that the embodiments described herein may be combined with other embodiments.

[0052] See also Figure 1 and Figure 2 The present invention provides a modeling method for rapidly generating a pipe frame through secondary development based on a Tekla platform, the method comprising the following steps:

[0053] Step S1, inputting basic plane parameters and elevation parameters of the conductor rack to generate a basic frame model of the conductor rack;

[0054] Step S2, on the basic frame model, stretch the reinforcement according to the design requirements, segment the conduit and modify the basic frame model;

[0055] Step S3, performing overlapping of oblique tie bars at designated positions of the jacket frame to complete the jacket model;

[0056] Step S4, segmenting the oblique reinforcement and correcting the reinforcement parameters;

[0057] Step S5: generating a target pipe rack main body model.

[0058] In the above step S1, if Figure 3 As shown in the figure, the basic framework model of the pipe rack is generated, including:

[0059] Step S11, inputting the horizontal layer parameter size, including the horizontal size of each layer of the jacket, and the existing specified shape or offset;

[0060] Step S12, inputting the top elevation, bottom elevation, inflection point elevation, and horizontal layer elevation of the conductor rack;

[0061] Step S13, generating a jacket frame model based on the parameters input in steps S11 and S12.

[0062] Specifically, when calculating the parameter size of the horizontal layer, based on the position of the top horizontal layer and other horizontal layers relative to the center point, the center point of the horizontal layer is taken as the origin, the distance between the two sides of the horizontal layer and the center point is calculated, and the coordinates are reflected in the X-axis and Y-axis; based on the parameters and elevation information of the top horizontal layer, the parameters of the remaining horizontal layers are generated using the automatic calculation function; wherein, the coordinates of the center point of the top horizontal layer are determined, the distance between the two sides of the top horizontal layer and the center point is calculated, and the coordinate values ​​on the X-axis and Y-axis are obtained respectively. It can be seen that in step S11, only the top horizontal layer and the horizontal layer parameters need to be calculated. The principle is to take the center point of the horizontal layer as the origin, calculate the distance between the two sides of the horizontal layer and the center point, and reflect the coordinates in the X-axis and Y-axis. The remaining horizontal layers can be automatically calculated and generated through the elevation; in step S12, the top elevation and the bottom elevation are used to confirm the height of the jacket. The inflection point is one of the characteristics of the pile-type jacket. The upper end of the top elevation is a vertical structure, and the lower end of the bottom elevation is a vertical structure. This feature can be used to input the elevation for rapid generation.

[0063] In the above step S12, the top elevation is used to confirm the highest point position of the conductor rack, and the bottom elevation is used to confirm the lowest point position of the conductor rack. These two elevation values ​​are input to define the overall height range of the conductor rack; the inflection point represents the point where the conductor rack changes in the vertical direction, and the position and type of the inflection point are input to define the shape and change of the conductor rack; using the characteristics that the upper end of the top elevation is a vertical structure and the lower end of the bottom elevation is a vertical structure, the elevation information is input and the basic frame model of the conductor rack is generated.

[0064] It should be noted that the horizontal parameters are set by spreading outward from the center point of the top horizontal layer and the center point of the bottom horizontal layer of the jacket. WP and KNEE represent the upper inflection point and the lower inflection point of the jacket, respectively. They are important parameters of the pile-type jacket. After the jacket frame is determined, the system will automatically calculate the horizontal layer size with the help of the horizontal layer elevation.

[0065] In the above step S2, if Figure 4 As shown, according to the design requirements, the reinforcement is stretched, the conduit is segmented, and the basic frame model is modified, including:

[0066] S21, selecting the conduit as a segmentation object, dividing the conduit into a plurality of pipe segments using a rod segmentation function, adjusting the size of each segmented pipe segment as required, and verifying the size of the modified pipe segment;

[0067] S22, selecting the reinforcement as the segmentation object, dividing the reinforcement into multiple sections using the rod segmentation function, adjusting the size of each segmented reinforcement as needed, and verifying the modified reinforcement size.

[0068] In the above step S21, the rod segmentation function generates a temporary tie bar with the same specifications as the original rod, then cuts and segments it, and automatically deletes the temporary tie bar after the segmentation is completed, thereby realizing the segmentation of the original rod. It can be seen that the principle of the rod segmentation function is to generate a tie bar with the same specifications as the rod, cut and segment it, and then automatically delete it. The control is achieved by controlling the length, and continuous input can be used for segmentation. The modification of the pipe segment size is modified in the secondary development system. Compared with the original system Tekla, the advantage is that the parameters that need to be modified are concentrated, such as: part name, profile specification, part material, color grade, model status, part number, component number, and position attribute.

[0069] In the above step S21, the pipe segment parameter verification is to compare the modified parameters with the dimensions marked on the drawing.

[0070] Furthermore, in the above step S22, the material, specification, state and color of the segmented pipe sections are modified.

[0071] It should be noted that the rod segmentation function is performed continuously and the cutting is completed automatically, but it requires continuous input. If you need to interrupt, just input 0. The intersection segmentation function uses the intersection point of the cross reinforcement to cut to both ends of the segmented reinforcement, but it will not disconnect from the intersection point.

[0072] In the above step S3, if Figure 5 As shown in the figure, the inclined reinforcement is overlapped at the designated position of the jacket frame, including:

[0073] S31, select the lap joint method of the inclined reinforcement according to the structural characteristics and design requirements of the jacket;

[0074] S32, setting parameters for the overlapping diagonal reinforcement;

[0075] S33, after the inclined reinforcement is overlapped, the generated inclined reinforcement size parameters are checked;

[0076] S34, when the verification is passed, the inclined reinforcement lap joint is completed.

[0077] Specifically, when calculating the overlap mode of the inclined tie bar, including the overlap of one end with one end confirmed and the overlap of two ends with two ends not confirmed, the overlapped tie bar is automatically generated by three-dimensional calculation after mathematical modeling based on the rod parameters at two ends or one end and the generated tie bar parameters, and the other control parameter is the GAP value at the left and right ends, that is, the minimum gap between the rods. It can be seen that in step S31, the overlap mode of the inclined tie bar is selected to be calculated, and two overlap modes are provided, which are divided into the overlap of one end with one end confirmed and the overlap of two ends with two ends not confirmed. The principle is to use the rod parameters (tube diameter) at two ends or one end and the generated tie bar parameters (tube diameter) to automatically generate the overlapped tie bar by three-dimensional calculation after mathematical modeling, and the other control parameter is the GAP value at the left and right ends (the minimum gap between the rods); when setting the parameters of the inclined tie bar, the main control parameters are the profile specifications and the GAP value, but the remaining parameters of the generated inclined tie bar can also be modified and realized through the secondary development system.

[0078] Furthermore, in step S32, parameter settings include GAP value, material, and specification, wherein the GAP value is the minimum gap between the lap pipe and the main pipe.

[0079] It should be noted that if one end of the overlapped inclined reinforcement has been confirmed, you can choose the one-end overlap method. If the overlapped inclined reinforcement has no endpoint confirmed, you can choose the two-end overlap method. If it is a one-end overlap, first select the confirmed endpoint and then select the main pipe and adjacent support rod of the overlapped reinforcement. If it is a two-end overlap, select the main pipe and adjacent support rod at the left end, and then select the main pipe and adjacent support rod at the right end. In the parameter setting, the pipe section specification and GAP value are important parameters that directly affect the calculation. When overlapping at one end, you only need to set the GAP value corresponding to the left or right end of the calculation.

[0080] In the above step S4, if Figure 6 As shown in the figure, the inclined reinforcement is processed in sections and the reinforcement parameters are modified, including

[0081] S41, according to the horizontal layer layout of the jacket and the arrangement requirements of the inclined reinforcement, the inclined reinforcement is segmented on the horizontal layer, and the parameters of each segmented inclined reinforcement pipe section are modified and verified;

[0082] S42, according to the facade layout of the jacket and the arrangement requirements of the inclined reinforcement, the inclined reinforcement is segmented on the facade, and the parameters of the inclined reinforcement pipe sections after the facade segmentation are modified and verified;

[0083] S43, the segmented and parameter-corrected inclined reinforcement is integrated into the overall structure of the jacket to complete the jacket structure.

[0084] In the above step S41, the segmentation of the oblique tie bar includes using the bar segmentation function to generate a tie bar with the same specifications of the bar, cutting and segmenting it, and then automatically deleting it. The number and position of the segments are controlled by inputting the length. When two bars intersect, their intersection is used as the origin, and a tie bar with the same diameter, wall thickness and material as the original bar is generated at both ends. Then, the cutting and segmentation are performed, and the original whole tie bar is automatically deleted; wherein, it is necessary to input two parameters in succession, representing the length from the left end point to the intersection and the length from the right end point to the intersection, respectively, and segmentation is performed on both sides of the intersection according to these two length values.

[0085] It can be seen that the oblique tie segmentation part in step S41 is also processed by the rod segmentation function. The principle is to generate a tie bar with the same specification of the rod, cut and segment it, and then automatically delete it. The control is achieved by controlling the length, and continuous input can be used for segmentation processing; the other part of the oblique tie segmentation is achieved by using the intersection segmentation function. The principle is to take the midpoint of the two intersecting rods as the origin, and generate a tie bar with the same diameter, wall thickness and material at both ends of the origin. The tie bar is cut and segmented and then automatically deleted. It is also controlled by inputting the length, but it should be noted that the continuous input of parameters twice is divided into two times, namely the length from the left end point to the center point and the length from the right end point to the center point; the modification of the pipe segment parameters can also be centrally modified with the help of the secondary development platform, and verified by marking the dimensions using the existing drawings.

[0086] Furthermore, in step S42, the intersection segmentation function is also used. The intersection segmentation is performed starting from the midpoint of the intersecting reinforcement and cutting toward the left and right ends, and the left and right ends will not be segmented by this midpoint.

[0087] It should be noted that the segmentation of oblique reinforcement also requires the use of the intersection segmentation function. The intersection segmentation function uses the intersection point of the cross reinforcement to cut to both ends of the segmented reinforcement, but it will not be disconnected from the intersection point; parameter modification and verification are mainly to confirm the specifications and materials of the pipe segment.

[0088] In summary, the present invention can utilize the conductor frame node parameters to quickly complete the conductor frame main structure, thereby achieving the purpose of shortening the time for building the model and thus improving work efficiency.

[0089] Furthermore, the present invention can automatically generate a basic framework model of the conductor rack by inputting basic plane parameters and elevation parameters of the conductor rack, thereby greatly reducing the time and effort required for manual modeling.

[0090] Furthermore, in the modeling process of the present invention, it is relatively quick to modify the basic framework model and adjust the reinforcement parameters. This method allows the user to accurately control the position of the reinforcement, the segmentation of the conduit, and the overlap of the oblique reinforcement according to the design requirements, thereby ensuring the accuracy of the model.

[0091] Furthermore, the secondary development based on the Tekla platform of the present invention allows users to customize the modeling method according to specific project requirements, thereby meeting the special needs in different engineering scenarios. The automated generation and correction process reduces the possibility of human error, making the model more in line with actual engineering needs.

[0092] Furthermore, the automated modeling process of the present invention reduces the reliance on manual modeling, thereby reducing labor costs. By precisely controlling the size and shape of the model, materials can be used more effectively and waste can be reduced.

[0093] The technical features of the above embodiments may be combined arbitrarily. To make the description concise, not all possible combinations of the technical features in the above embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

[0094] The above-mentioned embodiments are only preferred embodiments of the present invention and cannot be used to limit the scope of protection of the present invention. Any non-substantial changes and substitutions made by technicians in this field on the basis of the present invention shall fall within the scope of protection required by the present invention.

Claims

1. A modeling method for rapidly generating a catheter rack through secondary development based on the Tekla platform, characterized in that: The following steps are involved: Input the basic plane parameters and elevation parameters of the jacket to generate the basic framework model of the jacket; On the basic frame model, the reinforcement is stretched according to the design requirements, the conduit is segmented and the basic frame model is modified; Carry out overlapping of diagonal reinforcement at designated positions of the jacket frame to improve the jacket model; Divide the inclined reinforcement into sections and modify the reinforcement parameters; Generate the target pipe rack main body model.

2. The method according to claim 1, characterized in that The basic framework model of the jacket is generated, including: Step S11, inputting the horizontal layer parameter size, including the horizontal size of each layer of the jacket, and the existing specified shape or offset; Step S12, inputting the top elevation, bottom elevation, inflection point elevation, and horizontal layer elevation of the conductor rack; Step S13, generating a jacket frame model based on the parameters input in steps S11 and S12.

3. The method according to claim 2, characterized in that: When calculating the parameter size of the horizontal layer, based on the position of the top horizontal layer and other horizontal layers relative to the center point, with the center point of the horizontal layer as the origin, the distance from the two sides of the horizontal layer to the center point is calculated, and the coordinates are reflected in the X-axis and Y-axis; based on the parameters and elevation information of the top horizontal layer, the parameters of the remaining horizontal layers are generated using the automatic calculation function; among them, the coordinates of the center point of the top horizontal layer are determined, the distance from the two sides of the top horizontal layer to the center point is calculated, and the coordinate values ​​on the X-axis and Y-axis are obtained respectively.

4. The method according to claim 2, characterized in that: In step S12, the top elevation is used to confirm the highest point position of the jacket, and the bottom elevation is used to confirm the lowest point position of the jacket. These two elevation values ​​are input to define the overall height range of the jacket; The inflection point indicates the point where the jacket changes in the vertical direction. Enter the position and type of the inflection point to define the shape and change of the jacket. Taking advantage of the fact that the upper end of the top elevation is a vertical structure and the lower end of the bottom elevation is a vertical structure, the elevation information is input and the basic frame model of the jacket is generated.

5. The method according to claim 1, characterized in that The stretching according to the design requirements, segmenting the conduit and modifying the basic framework model include: S21, selecting the conduit as a segmentation object, dividing the conduit into a plurality of pipe segments using a rod segmentation function, adjusting the size of each segmented pipe segment as required, and verifying the size of the modified pipe segment; S22, selecting the reinforcement as the segmentation object, dividing the reinforcement into multiple sections using the rod segmentation function, adjusting the size of each segmented reinforcement as needed, and verifying the modified reinforcement size.

6. The method according to claim 5, characterized in that: In step S21, the rod segmentation function generates a temporary tie bar with the same specifications as the original rod, then cuts and segments it, and automatically deletes the temporary tie bar after the segmentation is completed, thereby achieving segmentation processing of the original rod; In step S21, the pipe segment parameter verification is to compare the modified parameters with the dimensions marked on the drawing.

7. The method according to claim 1, characterized in that The method of overlapping the inclined reinforcement bars at the designated positions of the jacket frame comprises: S31, select the lap joint method of the inclined reinforcement according to the structural characteristics and design requirements of the jacket; S32, setting parameters for the overlapping oblique reinforcement; S33, after the inclined reinforcement is overlapped, the generated inclined reinforcement size parameters are checked; S34, when the verification is passed, the inclined reinforcement lap joint is completed.

8. The method according to claim 7, characterized in that: When calculating the lap joint method of oblique reinforcement, including one-end lap joint with one end point confirmed and two-end lap joint with two ends unconfirmed, the lap reinforcement is automatically generated through three-dimensional calculation after mathematical modeling based on the parameters of the rods at both ends or one end and the generated reinforcement parameters. The other control parameter is the GAP value at the left and right ends, that is, the minimum gap between the rods.

9. The method according to claim 1, characterized in that: The segmented processing of the oblique reinforcement and the correction of the reinforcement parameters include: S41, according to the horizontal layer layout of the jacket and the arrangement requirements of the inclined reinforcement, the inclined reinforcement is segmented on the horizontal layer, and the parameters of each segmented inclined reinforcement pipe section are modified and verified; S42, according to the facade layout of the jacket and the arrangement requirements of the inclined reinforcement, the inclined reinforcement is segmented on the facade, and the parameters of the inclined reinforcement pipe sections after the facade segmentation are modified and verified; S43, the segmented and parameter-corrected inclined reinforcement is integrated into the overall structure of the jacket to complete the jacket structure.

10. The method according to claim 9, characterized in that: In step S41, the segmentation process of the oblique tie bar includes using the bar segmentation function to generate a tie bar with the same bar specification, cutting and segmenting it, and then automatically deleting it, and the number and position of the segments are controlled by inputting the length; When two rods intersect, their intersection is used as the origin, and a tie rod with the same diameter, wall thickness and material as the original rod is generated at both ends. Then, the tie rod is cut and segmented, and the original entire tie rod is automatically deleted. In this process, two parameters need to be input continuously, representing the length from the left end point to the intersection and the length from the right end point to the intersection. Segmentation is performed on both sides of the intersection according to these two length values.

Images