Offshore booster station structure generation method, device, equipment and medium

Abstract

The invention discloses an offshore booster station structure generation method and device, equipment and a medium, and relates to the field of structural process design, and the method comprises the steps: setting a preset initial calculation model based on a plurality of preset working conditions according to the structural load data of an offshore booster station to be designed, and obtaining a plurality of working condition models; performing iteration processing on the plurality of working condition models according to a plurality of preset component groups, iteratively updating the plurality of working condition models according to the currently selected component group until the iteration of the plurality of component groups is completed, and outputting the plurality of working condition models which are iterated finally; and in combination with the plurality of working condition models iterated finally and the construction parameters of the offshore booster station, generating a structural design of the offshore booster station so as to construct the offshore booster station according to the structural design. By implementing the method, the problem of low structural design efficiency caused by model dependence in the prior art can be solved, and the structural design precision of the offshore booster station can be improved.

Description

Technical Field

[0001] The present application relates to the field of structural process design, and in particular to a method, device, equipment and medium for generating an offshore booster station structure. Background Art

[0002] In recent years, my country's offshore wind power has developed rapidly, and the supporting equipment and facilities have also developed accordingly, especially the offshore booster station, which plays an important role as an indispensable component of offshore wind power. However, in the construction of offshore booster stations, due to the influence of equipment procurement, offshore window period, and complex offshore working conditions, the engineering cycle from design to construction of offshore booster stations is very short, and cycle collision problems often occur, which brings huge challenges to the construction of offshore booster stations. Therefore, it is necessary to shorten the design cycle as much as possible while ensuring the response to multiple working conditions.

[0003] Based on the current situation that the working conditions of offshore booster stations are numerous and complex, in the prior art, when designing the structure of offshore booster stations, multiple calculation models are usually used for structural iteration and calculation. Generally, in the process of offshore booster station structure design, a model will be repeatedly iterated until all the rods of the model meet the design requirements, and then the next model will be iterated and adjusted until all the models are iterated and calculated, and then all the models will be verified from the beginning to see if they meet the design requirements. If not, it is necessary to restart the iterative calculation from the first model until all the models meet the design requirements, and then output the structural design scheme and build it based on the scheme. The current structural design method has the following defects: First, the number of iterative adjustments is limited. Even if the design requirements are met, it is difficult to ensure the stability of the quality of the model, resulting in low accuracy of the obtained structural design; second, it is necessary to reset the boundary conditions and design parameters based on the calculation results of the previous model to obtain the next model, and verification also needs to be verified from the first model. This serial method is inefficient and takes a lot of time when the working condition setting is large. Therefore, how to improve the efficiency and accuracy of offshore booster station structure design is still an urgent problem to be solved. Summary of the invention

[0004] The present application provides a method, device, equipment and medium for generating an offshore booster station structure, so as to solve the technical problem that the structural design efficiency and accuracy are low when designing an offshore booster station in the prior art.

[0005] According to a first aspect of an embodiment of the present application, a method for generating an offshore booster station structure is provided, comprising:

[0006] According to the structural load data of the offshore booster station to be designed, based on the preset multiple working conditions, the preset initial calculation model is set to obtain multiple working condition models;

[0007] Iteratively process the multiple operating condition models according to the preset multiple component groups, iteratively update the multiple operating condition models according to the currently selected component group, until the iteration of the multiple component groups is completed, and output the multiple operating condition models of the last iteration;

[0008] Wherein, in each iteration, the multiple working condition models are optimized based on a preset number of optimizations according to all components of the currently selected component group; in each optimization, the multiple working condition models are optimized in sequence according to the stress ratios of all components corresponding to the currently selected component group in the multiple working condition models; in each optimization, after the optimization of the previous working condition model is completed, the working condition section parameters are passed to the next working condition model;

[0009] The structural design of the offshore booster station is generated by combining the multiple operating condition models of the last iteration and the construction parameters of the offshore booster station, so as to construct the offshore booster station according to the structural design.

[0010] The present application first sets an initial calculation model according to the structural load data of the offshore booster station to be designed and preset multiple working conditions to obtain multiple working condition models. Compared with the prior art, there is no need to rely on the structural load data obtained by iterative calculation of the previous model to generate the next model. Multiple working condition models can be directly set according to the preset multiple working conditions to obtain multiple working condition models, which can solve the technical problem of low structural design efficiency caused by model dependence in the prior art; then, the multiple working condition models are iteratively updated according to multiple component groups, and a preset number of optimizations are performed in each iteration. In each optimization, multiple working condition models are optimized in sequence according to the stress ratio of the currently selected component group. At the same time, in each optimization, the working condition section parameters are transferred to the next working condition model after the optimization of the previous working condition model is completed. While ensuring the response to multiple working conditions, structural associations can be generated between the multiple working condition models to prevent the structural designs of the offshore booster stations corresponding to the multiple working condition models from losing their association and causing unreasonable structural designs. The accuracy of the working condition models can also be improved through multiple iterations and multiple optimizations in a single iteration, thereby improving the rationality of the structural design of the offshore booster station generated according to the multiple working condition models and the construction parameters, and improving the accuracy of the structural design of the offshore booster station.

[0011] In certain embodiments of the present application, the optimizing of the plurality of operating condition models based on all components of the currently selected component group and a preset optimization number specifically includes:

[0012] According to all the components of the currently selected component group, the component stress ratio range is obtained;

[0013] According to the component stress ratio range, the multiple operating condition models are optimized based on a preset optimization number of times.

[0014] The present application first obtains the component stress ratio range according to all components of the currently selected component group, and then optimizes the multiple operating condition models based on the component stress ratio range and a preset number of optimization times. It is able to generate an optimization range constraint through the component stress ratio range, and ensure the accuracy of the optimization through the preset number of optimization times, thereby improving the accuracy of the operating condition model, thereby improving the accuracy of the offshore booster station structure design.

[0015] In certain embodiments of the present application, the multiple operating condition models are optimized sequentially according to the stress ratios of all components corresponding to the currently selected component group in the multiple operating condition models, specifically including:

[0016] Calculating stress ratios of corresponding components in the plurality of working condition models according to all components of the currently selected component group;

[0017] If the stress ratio of the corresponding component is within the component stress ratio range, the plurality of working condition models are optimized in sequence according to the cross section of the corresponding component;

[0018] If the stress ratio of the corresponding component is not within the component stress ratio range, the corresponding component is matched in a preset optimized section library to obtain an optimized section, and the multiple working condition models are optimized in sequence according to the optimized section.

[0019] This application first calculates the stress ratio of the corresponding components in multiple operating condition models based on all components of the currently selected component group, and optimizes the multiple operating condition models differently based on the comparison results of the stress ratio and the component stress ratio range. Optimizing the model according to different situations can ensure that the accuracy of the operating condition model is improved through iteration, thereby improving the accuracy of the offshore substation structure design.

[0020] In certain embodiments of the present application, the combining of the last iterated multiple operating condition models and the construction parameters of the offshore booster station to generate the structural design of the offshore booster station specifically includes:

[0021] The construction parameters of the offshore booster station include roof slope parameters and node offset parameters;

[0022] Obtaining an initial structural design according to the roof slope parameters and the multiple working condition models;

[0023] The structural design of the offshore booster station is generated according to the node offset parameters and the initial structural design.

[0024] The present application first obtains the initial structural design according to the roof slope parameters, so that the roof slope of the initial structural design obtained according to the working condition model can be consistent with the actual construction, and then obtains the structural design of the offshore substation according to the node offset parameters, so that the node area according to the final structural design can be consistent with the actual construction, thereby improving the accuracy of the structural design of the offshore substation.

[0025] According to a second aspect of the implementation of the present application, there is provided an offshore booster station structure generation device, comprising a model setting module, a model iteration module and a structure generation module;

[0026] The model setting module is used to set a preset initial calculation model based on the structural load data of the offshore booster station to be designed and based on a plurality of preset working conditions to obtain a plurality of working condition models;

[0027] The model iteration module is used to iteratively process the multiple operating condition models according to the preset multiple component groups, iteratively update the multiple operating condition models according to the currently selected component group, until the iteration of the multiple component groups is completed, and output the multiple operating condition models of the last iteration;

[0028] Wherein, in each iteration, the multiple operating condition models are optimized based on a preset number of optimizations according to all components of the currently selected component group; in each optimization, the multiple operating condition models are optimized in sequence according to the stress ratios of all components in the multiple operating condition models corresponding to the currently selected component group;

[0029] The structure generation module is used to generate a structural design of the offshore booster station by combining the multiple working condition models of the last iteration and the construction parameters of the offshore booster station, so as to construct the offshore booster station according to the structural design.

[0030] In certain embodiments of the present application, the optimizing of the plurality of operating condition models based on all components of the currently selected component group and a preset optimization number specifically includes:

[0031] According to all the components of the currently selected component group, the component stress ratio range is obtained;

[0032] According to the component stress ratio range, the multiple operating condition models are optimized based on a preset optimization number of times.

[0033] In certain embodiments of the present application, the multiple operating condition models are optimized sequentially according to the stress ratios of all components corresponding to the currently selected component group in the multiple operating condition models, specifically including:

[0034] Calculating stress ratios of corresponding components in the plurality of working condition models according to all components of the currently selected component group;

[0035] If the stress ratio of the corresponding component is within the component stress ratio range, the plurality of working condition models are optimized in sequence according to the cross section of the corresponding component;

[0036] If the stress ratio of the corresponding component is not within the component stress ratio range, the corresponding component is matched in a preset optimized section library to obtain an optimized section, and the multiple working condition models are optimized in sequence according to the optimized section.

[0037] In certain embodiments of the present application, the structure generation module includes an initial structure generation unit and a structure design generation unit;

[0038] The construction parameters of the offshore booster station include roof slope parameters and node offset parameters;

[0039] The initial structure generation unit is used to obtain an initial structure design according to the roof slope parameters and the multiple working condition models;

[0040] The structural design generating unit is used to generate the structural design of the offshore booster station according to the node offset parameters and the initial structural design.

[0041] The present application first sets an initial calculation model according to the structural load data of the offshore booster station to be designed and preset multiple working conditions to obtain multiple working condition models. Compared with the prior art, there is no need to rely on the structural load data obtained by iterative calculation of the previous model to generate the next model. Multiple working condition models can be directly set according to the preset multiple working conditions to obtain multiple working condition models, which can solve the technical problem of low structural design efficiency caused by model dependence in the prior art; then, the multiple working condition models are iteratively updated according to multiple component groups, and a preset number of optimizations are performed in each iteration. In each optimization, multiple working condition models are optimized in sequence according to the stress ratio of the currently selected component group. At the same time, in each optimization, the working condition section parameters are transferred to the next working condition model after the optimization of the previous working condition model is completed. While ensuring the response to multiple working conditions, structural associations can be generated between the multiple working condition models to prevent the structural designs of the offshore booster stations corresponding to the multiple working condition models from losing their association and causing unreasonable structural designs. The accuracy of the working condition models can also be improved through multiple iterations and multiple optimizations in a single iteration, thereby improving the rationality of the structural design of the offshore booster station generated according to the multiple working condition models and the construction parameters, and improving the accuracy of the structural design of the offshore booster station.

[0042] According to a third aspect of the embodiments of the present application, there is provided a computer device, comprising a processor; a memory; a computer program stored in the memory and configured to be executed by the processor;

[0043] When the processor executes the computer program, a method for generating an offshore booster station structure as described in the present application is implemented.

[0044] According to a fourth aspect of the implementation manner of the present application, a computer-readable storage medium is provided, wherein the computer-readable storage medium stores a plurality of instructions, wherein the instructions are suitable for loading by a processor to execute a method for generating an offshore booster station structure as described in the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0045] Figure 1 : A schematic diagram of a flow chart of a method for generating an offshore booster station structure according to certain embodiments of the present application;

[0046] Figure 2 : A module structure diagram of an offshore booster station structure generating device shown in certain embodiments of the present application. DETAILED DESCRIPTION

[0047] The embodiments of the present application are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals represent the same or similar elements or elements having the same or similar functions from beginning to end. The embodiments described below in conjunction with the accompanying drawings are exemplary and are only used to explain some embodiments of the present application, and should not be construed as limitations on the embodiments of the present application. Based on the embodiments shown in the present application, all other embodiments obtained by ordinary technicians in the field without making creative work are within the scope of protection of the present application.

[0048] In the description of this application, it should be understood that the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, a feature defined as "first" or "second" may explicitly or implicitly include at least one of the features. In the description of this application, unless otherwise clearly and specifically defined, "multiple" and "several" mean two or more.

[0049] In the prior art, when designing the structure of an offshore substation, multiple calculation models involving multiple working conditions are used to perform structural iteration and calculation, and one model is iterated repeatedly until the model meets the design requirements before the next model is iterated; during verification, it is also necessary to verify whether all models meet the design requirements starting from the first model, and if not, it is necessary to restart the iterative calculation from the first model; at the same time, model dependency will occur between multiple calculation models, that is, the boundary conditions and parameters must be reset based on the calculation results of the previous model to obtain the next model. This serial mode will result in low efficiency and be time-consuming. In addition, the number of iterative adjustments during structural design in the prior art is limited, and even if the design requirements are met, it is difficult to ensure the accuracy of the structural design. Therefore, how to improve the efficiency and accuracy of the structural design of offshore substations remains an urgent problem to be solved.

[0050] Based on the above technical background, please refer to Figure 1 The embodiment of the present application provides a method for generating an offshore booster station structure, including steps S101 to S103, each of which is as follows:

[0051] Step S101: According to the structural load data of the offshore booster station to be designed, based on a plurality of preset working conditions, a preset initial calculation model is set to obtain a plurality of working condition models.

[0052] In certain embodiments of the present application, the method further includes: setting a preset initial calculation model based on a plurality of preset working conditions according to the structural load data of the offshore booster station to be designed, and obtaining a plurality of working condition models based on a plurality of preset working conditions;

[0053] Obtain the load raising data of the offshore booster station to be designed;

[0054] All load points and corresponding load vector information in the load raising data are extracted to generate structural load data of the offshore booster station.

[0055] In certain embodiments of the present application, the preferred preset schemes of the multiple working conditions are sea transportation, hoisting, normal positioning, earthquake positioning and ship loading. Generally, the structural load data of the working condition model corresponding to each working condition is different, and correspondingly, the boundary conditions and design parameters of each working condition model are also different.

[0056] Step S102: iteratively processing the multiple operating condition models according to the preset multiple component groups, iteratively updating the multiple operating condition models according to the currently selected component group, until the iteration of the multiple component groups is completed, and outputting the multiple operating condition models of the last iteration;

[0057] Among them, in each iteration, the multiple working condition models are optimized based on a preset number of optimizations according to all components of the currently selected component group; in each optimization, the multiple working condition models are optimized in turn according to the stress ratios of all components in the multiple working condition models corresponding to the currently selected component group; in each optimization, after the optimization of the previous working condition model is completed, the working condition section parameters are passed to the next working condition model.

[0058] In certain embodiments of the present application, the optimizing of the plurality of operating condition models based on all components of the currently selected component group and a preset optimization number specifically includes:

[0059] According to all the components of the currently selected component group, the component stress ratio range is obtained;

[0060] According to the component stress ratio range, the multiple operating condition models are optimized based on a preset optimization number of times.

[0061] In certain optional embodiments of the present application, a preferred setting scheme for the number of the plurality of component groups is 4 groups, and a preferred setting scheme for the preset number of optimization times is 6 times.

[0062] The present application first obtains the component stress ratio range according to all components of the currently selected component group, and then optimizes the multiple operating condition models based on the component stress ratio range and a preset number of optimization times. It is able to generate an optimization range constraint through the component stress ratio range, and ensure the accuracy of the optimization through the preset number of optimization times, thereby improving the accuracy of the operating condition model, thereby improving the accuracy of the offshore booster station structure design.

[0063] In certain embodiments of the present application, the multiple operating condition models are optimized sequentially according to the stress ratios of all components corresponding to the currently selected component group in the multiple operating condition models, specifically including:

[0064] Calculating stress ratios of corresponding components in the plurality of working condition models according to all components of the currently selected component group;

[0065] If the stress ratio of the corresponding component is within the component stress ratio range, the plurality of working condition models are optimized in sequence according to the cross section of the corresponding component;

[0066] If the stress ratio of the corresponding component is not within the component stress ratio range, the corresponding component is matched in a preset optimized section library to obtain an optimized section, and the multiple working condition models are optimized in sequence according to the optimized section.

[0067] In certain optional embodiments of the present application, the preferred library of the optimized section library includes but is not limited to an industry standard steel section library.

[0068] This application first calculates the stress ratio of the corresponding components in multiple operating condition models based on all components of the currently selected component group, and optimizes the multiple operating condition models differently based on the comparison results of the stress ratio and the component stress ratio range. Optimizing the model according to different situations can ensure that the accuracy of the operating condition model is improved through iteration, thereby improving the accuracy of the offshore substation structure design.

[0069] Step S103: combining the multiple working condition models of the last iteration and the construction parameters of the offshore booster station, generating a structural design of the offshore booster station, so as to construct the offshore booster station according to the structural design.

[0070] In certain embodiments of the present application, the combining of the last iterated multiple operating condition models and the construction parameters of the offshore booster station to generate the structural design of the offshore booster station specifically includes:

[0071] The construction parameters of the offshore booster station include roof slope parameters and node offset parameters;

[0072] Obtaining an initial structural design according to the roof slope parameters and the multiple working condition models;

[0073] The structural design of the offshore booster station is generated according to the node offset parameters and the initial structural design.

[0074] In some optional implementations of the present application, before generating the structural design of the offshore booster station according to the node offset parameters and the initial structural design, the method further includes:

[0075] Obtaining a first construction design according to the node offset parameters and the initial structural design;

[0076] The structural design of the offshore booster station is generated by combining the multiple component groups and the first construction design.

[0077] The present application first obtains the initial structural design according to the roof slope parameters, so that the roof slope of the initial structural design obtained according to the working condition model can be consistent with the actual construction, and then obtains the structural design of the offshore substation according to the node offset parameters, so that the node area according to the final structural design can be consistent with the actual construction, thereby improving the accuracy of the structural design of the offshore substation.

[0078] Compared with the prior art, the present application first sets the initial calculation model according to the structural load data of the offshore booster station to be designed and preset multiple working conditions to obtain multiple working condition models. There is no need to rely on the structural load data obtained by iterative calculation of the previous model to generate the next model. Multiple working condition models can be directly set according to the preset multiple working conditions to obtain multiple working condition models, which can solve the technical problem of low structural design efficiency caused by model dependence in the prior art; then, the multiple working condition models are iteratively updated according to multiple component groups, and a preset number of optimizations are performed in each iteration. In each optimization, the multiple working condition models are optimized in sequence according to the stress ratio of the currently selected component group. At the same time, in each optimization, the working condition section parameters are passed to the next working condition model after the optimization of the previous working condition model is completed. While ensuring the response to multiple working conditions, structural associations can be generated between the multiple working condition models to prevent the structural designs of the offshore booster stations corresponding to the multiple working condition models from losing relevance and causing unreasonable structural designs. The accuracy of the working condition model can also be improved through multiple iterations and multiple optimizations in a single iteration, thereby improving the rationality of the structural design of the offshore booster station generated according to the multiple working condition models and the construction parameters, and improving the accuracy of the structural design of the offshore booster station.

[0079] Corresponding to the previous method, see Figure 2 , the embodiment of the present application provides an offshore booster station structure generation device, including a model setting module 210, a model iteration module 220 and a structure generation module 230;

[0080] The model setting module 210 is used to set a preset initial calculation model based on the structural load data of the offshore booster station to be designed and based on a plurality of preset working conditions to obtain a plurality of working condition models;

[0081] The model iteration module 220 is used to iteratively process the multiple operating condition models according to the preset multiple component groups, iteratively update the multiple operating condition models according to the currently selected component group, until the iteration of the multiple component groups is completed, and output the multiple operating condition models of the last iteration;

[0082] Wherein, in each iteration, the multiple operating condition models are optimized based on a preset number of optimizations according to all components of the currently selected component group; in each optimization, the multiple operating condition models are optimized in sequence according to the stress ratios of all components in the multiple operating condition models corresponding to the currently selected component group;

[0083] The structure generation module 230 is used to generate a structural design of the offshore booster station by combining the multiple working condition models of the last iteration and the construction parameters of the offshore booster station, so as to construct the offshore booster station according to the structural design.

[0084] In certain embodiments of the present application, the optimizing of the plurality of operating condition models based on all components of the currently selected component group and a preset optimization number specifically includes:

[0085] According to all the components of the currently selected component group, the component stress ratio range is obtained;

[0086] According to the component stress ratio range, the multiple operating condition models are optimized based on a preset optimization number of times.

[0087] In certain embodiments of the present application, the multiple operating condition models are optimized sequentially according to the stress ratios of all components corresponding to the currently selected component group in the multiple operating condition models, specifically including:

[0088] Calculating stress ratios of corresponding components in the plurality of working condition models according to all components of the currently selected component group;

[0089] If the stress ratio of the corresponding component is within the component stress ratio range, the plurality of working condition models are optimized in sequence according to the cross section of the corresponding component;

[0090] If the stress ratio of the corresponding component is not within the component stress ratio range, the corresponding component is matched in a preset optimized section library to obtain an optimized section, and the multiple working condition models are optimized in sequence according to the optimized section.

[0091] In certain embodiments of the present application, the structure generation module 230 includes an initial structure generation unit 231 and a structure design generation unit 232;

[0092] The construction parameters of the offshore booster station include roof slope parameters and node offset parameters;

[0093] The initial structure generation unit 231 is used to obtain an initial structure design according to the roof slope parameters and the multiple working condition models;

[0094] The structural design generating unit 232 is used to generate the structural design of the offshore booster station according to the node offset parameters and the initial structural design.

[0095] The present application first sets an initial calculation model according to the structural load data of the offshore booster station to be designed and preset multiple working conditions to obtain multiple working condition models. Compared with the prior art, there is no need to rely on the structural load data obtained by iterative calculation of the previous model to generate the next model. Multiple working condition models can be directly set according to the preset multiple working conditions to obtain multiple working condition models, which can solve the technical problem of low structural design efficiency caused by model dependence in the prior art; then, the multiple working condition models are iteratively updated according to multiple component groups, and a preset number of optimizations are performed in each iteration. In each optimization, multiple working condition models are optimized in sequence according to the stress ratio of the currently selected component group. At the same time, in each optimization, the working condition section parameters are transferred to the next working condition model after the optimization of the previous working condition model is completed. While ensuring the response to multiple working conditions, structural associations can be generated between the multiple working condition models to prevent the structural designs of the offshore booster stations corresponding to the multiple working condition models from losing their association and causing unreasonable structural designs. The accuracy of the working condition models can also be improved through multiple iterations and multiple optimizations in a single iteration, thereby improving the rationality of the structural design of the offshore booster station generated according to the multiple working condition models and the construction parameters, and improving the accuracy of the structural design of the offshore booster station.

[0096] It should be understood that the device provided in the embodiment of the present application corresponds to the aforementioned method, and an offshore booster station structure generation device provided in the embodiment of the present application can implement an offshore booster station structure generation method provided in any embodiment of the present application.

[0097] Adaptively, the embodiments of the present application also provide a computer device and a computer-readable storage medium.

[0098] The computer device comprises: a processor, a memory, and a computer program stored in the memory and configured to be executed by the processor;

[0099] Wherein, when the processor executes the computer program, a method for generating an offshore booster station structure of the present application is implemented.

[0100] The computer-readable storage medium stores a plurality of instructions, and the instructions are suitable for being loaded by a processor to execute a method for generating an offshore booster station structure of the present application.

[0101] The above are some implementation methods of the present application, and the purpose, technical scheme and beneficial effects of the present application are further described in detail. It should be clear that the above-mentioned partial implementation methods of the present application cannot be understood as limiting the present application. It is particularly pointed out that for those skilled in the art, any changes, modifications, equivalent substitutions and variations made within the spirit and principles of the present application should be included in the protection scope of the present application.

Claims

1. A method for generating an offshore booster station structure, characterized in that: include: According to the structural load data of the offshore booster station to be designed, based on the preset multiple working conditions, the preset initial calculation model is set to obtain multiple working condition models; Iteratively process the multiple operating condition models according to the preset multiple component groups, iteratively update the multiple operating condition models according to the currently selected component group, until the iteration of the multiple component groups is completed, and output the multiple operating condition models of the last iteration; Wherein, in each iteration, the multiple working condition models are optimized based on a preset number of optimizations according to all components of the currently selected component group; in each optimization, the multiple working condition models are optimized in sequence according to the stress ratios of all components corresponding to the currently selected component group in the multiple working condition models; in each optimization, after the optimization of the previous working condition model is completed, the working condition section parameters are passed to the next working condition model; The structural design of the offshore booster station is generated by combining the multiple working condition models of the last iteration and the construction parameters of the offshore booster station, so as to construct the offshore booster station according to the structural design.

2. The method for generating an offshore booster station structure according to claim 1, characterized in that: The optimizing the multiple operating condition models based on all components of the currently selected component group and a preset optimization number specifically includes: According to all the components of the currently selected component group, the component stress ratio range is obtained; According to the component stress ratio range, the multiple operating condition models are optimized based on a preset optimization number of times.

3. The method for generating an offshore booster station structure according to claim 2, characterized in that: The optimizing the multiple operating condition models in sequence according to the stress ratios of all components corresponding to the currently selected component group in the multiple operating condition models specifically includes: Calculating stress ratios of corresponding components in the plurality of working condition models according to all components of the currently selected component group; If the stress ratio of the corresponding component is within the component stress ratio range, the plurality of working condition models are optimized in sequence according to the cross section of the corresponding component; If the stress ratio of the corresponding component is not within the component stress ratio range, the corresponding component is matched in a preset optimized section library to obtain an optimized section, and the multiple working condition models are optimized in sequence according to the optimized section.

4. The method for generating an offshore booster station structure according to claim 1, characterized in that: The step of combining the last iterated multiple operating condition models and the construction parameters of the offshore booster station to generate the structural design of the offshore booster station specifically includes: The construction parameters of the offshore booster station include roof slope parameters and node offset parameters; Obtaining an initial structural design according to the roof slope parameters and the multiple working condition models; The structural design of the offshore booster station is generated according to the node offset parameters and the initial structural design.

5. An offshore booster station structure generation device, characterized in that: It includes model setting module, model iteration module and structure generation module; The model setting module is used to set a preset initial calculation model based on the structural load data of the offshore booster station to be designed and based on a plurality of preset working conditions to obtain a plurality of working condition models; The model iteration module is used to iteratively process the multiple operating condition models according to the preset multiple component groups, iteratively update the multiple operating condition models according to the currently selected component group, until the iteration of the multiple component groups is completed, and output the multiple operating condition models of the last iteration; Wherein, in each iteration, the multiple operating condition models are optimized based on a preset number of optimizations according to all components of the currently selected component group; in each optimization, the multiple operating condition models are optimized in sequence according to the stress ratios of all components in the multiple operating condition models corresponding to the currently selected component group; The structure generation module is used to generate a structural design of the offshore booster station by combining the multiple working condition models of the last iteration and the construction parameters of the offshore booster station, so as to construct the offshore booster station according to the structural design.

6. The offshore booster station structure generation device according to claim 5, characterized in that: The optimizing the multiple operating condition models based on all components of the currently selected component group and a preset optimization number specifically includes: According to all the components of the currently selected component group, the component stress ratio range is obtained; According to the component stress ratio range, the multiple operating condition models are optimized based on a preset optimization number of times.

7. The offshore booster station structure generating device according to claim 6, characterized in that: The optimizing the multiple operating condition models in sequence according to the stress ratios of all components corresponding to the currently selected component group in the multiple operating condition models specifically includes: Calculating stress ratios of corresponding components in the plurality of working condition models according to all components of the currently selected component group; If the stress ratio of the corresponding component is within the component stress ratio range, the plurality of working condition models are optimized in sequence according to the cross section of the corresponding component; If the stress ratio of the corresponding component is not within the component stress ratio range, the corresponding component is matched in a preset optimized section library to obtain an optimized section, and the multiple working condition models are optimized in sequence according to the optimized section.

8. The offshore booster station structure generation device according to claim 5, characterized in that: The structure generation module includes an initial structure generation unit and a structure design generation unit; The construction parameters of the offshore booster station include roof slope parameters and node offset parameters; The initial structure generation unit is used to obtain an initial structure design according to the roof slope parameters and the multiple working condition models; The structural design generating unit is used to generate the structural design of the offshore booster station according to the node offset parameters and the initial structural design.

9. A computer device, characterized in that: include: processor; Memory; a computer program stored in the memory and configured to be executed by the processor; Wherein, when the processor executes the computer program, an offshore booster station structure generation method as described in any one of claims 1 to 4 is implemented.

10. A computer-readable storage medium, characterized in that: The computer-readable storage medium stores a plurality of instructions, and the instructions are suitable for being loaded by a processor to execute a method for generating an offshore booster station structure as described in any one of claims 1 to 4.

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