Transportation turnover method for plate shell type living building of offshore drilling platform

Abstract

The invention relates to the technical field of shell-and-plate living building construction, and discloses an offshore drilling oil platform shell-and-plate living building transportation turnover method which comprises the steps that S100, a three-dimensional mechanical model of a living building needing to be transported is established, and the barycentric coordinates of the living building are obtained; s200, the position of a lifting point is selected according to the gravity center position, and reinforcing design is conducted on the living building structure; s300, the strength and deformation conditions of the living building, the lifting points and the lifting ropes under different working conditions are calculated and analyzed through the three-dimensional mechanical model; and S400, the lifting points and the lifting ropes are locally reinforced or replaced according to calculation and analysis results. S500, model selection is conducted on the crane, and the grounding specific pressure of the crane is calculated in combination with crane parameters and the model; s600, the position of a cushion pier is arranged, the structural strength and the deformation value of the living building are calculated according to the three-dimensional mechanical model, and the position of the cushion pier is adjusted according to the calculation result; and S700, the configuration of the SMPT module transport vehicle is selected according to the transport requirement. According to the method, permanent deformation of the living building in the transportation process can be avoided.

Description

Technical Field

[0001] The invention relates to the technical field of plate-shell type living building construction, and in particular to a method, a device and a storage medium for transporting and turning over a plate-shell type living building of an offshore drilling oil platform. Background Art

[0002] Plate-shell buildings are a type of temporary residential facility commonly used at construction sites. They are often used in offshore drilling oil platforms and other scenarios. In the past, various structures were usually transported to the construction site by cranes and vehicles, and then built according to the design at the construction site. When the plate-shell steel structure is subjected to different loads, various deformations such as bending or twisting will occur successively during the construction process. In order to reduce the construction period of plate-shell buildings, control deformation and reduce the workload of overhead welding, new plate-shell buildings are mostly built as a whole using the reverse construction method. The structure of each floor of the building is built first. After the layer structure of the building is built, it needs to be hoisted and transported to the site as a whole, and then the whole layer structure transported to the construction site is assembled into a building. The living building built as a whole using the reverse construction method does not consider the hoisting and transportation needs during the design process. When the traditional hoisting and transportation plan is used for transportation, it is easy to produce permanent deformation and damage during transportation, which brings huge construction quality and safety challenges to the construction site. Summary of the invention

[0003] In order to overcome the shortcomings of the prior art, the purpose of the present invention is to provide a method for transporting and turning over a plate-shell living building on an offshore drilling oil platform, which can control the degree of deformation of the living building during the overall lifting and transportation process, and avoid permanent deformation of the living building during transportation to cause safety hazards to the construction site.

[0004] In order to solve the above problems, the technical solution adopted by the present invention is as follows: a method for transporting and turning over a plate-shell type living building of an offshore drilling oil platform, comprising the following steps:

[0005] S100: Establishing a 1:1 three-dimensional mechanical model of the living building to be transported according to actual construction specifications, and obtaining the weight, center of gravity and center of gravity coordinates of the three-dimensional mechanical model;

[0006] S200: Select the position of the hanging point according to the center of gravity position in the three-dimensional mechanical model, and strengthen the structure of the living building according to the selected hanging point position;

[0007] S300: Establish a three-dimensional mechanical model of the transported living building, lifting point, hook and lifting rope according to the adopted lifting standard specifications, and calculate and analyze the strength and deformation of the living building, lifting point and lifting rope under different working conditions through the three-dimensional mechanical model;

[0008] S400: According to the calculation and analysis results, the suspension points and suspension ropes are partially strengthened or replaced to ensure that the deformation of the living building and the rope force of the suspension ropes are within the allowable range;

[0009] S500: Select the crane according to the hoisting information, and calculate the ground pressure ratio of the crane when the living building is at various turning angles by combining the crane parameters and the three-dimensional mechanical model, and take corresponding safety measures according to the calculated ground pressure ratio;

[0010] S600: Arrange the position of the cushion pier according to the structural characteristics of the living building, and calculate the reaction force, structural strength and deformation value of each cushion pier support point according to the three-dimensional mechanical model of the living building, and adjust the position of the cushion pier according to the calculation results so that the deformation value of the living building, the reaction force and structural strength of each cushion pier support point are within the allowable range;

[0011] S700: Select the configuration of the SMPT module transport vehicle according to transportation requirements.

[0012] Compared with the prior art, the beneficial effect of the present invention is that by modeling the living building and the hoisting process of the living building with a three-dimensional physical model, the real center of gravity coordinates of the living building can be obtained, so that the position of the hoisting point in the hoisting scheme and the position of the cushion during transportation can be better selected. In addition, the strength and deformation of the hoisting rope, the living building and the hoisting point during the hoisting and turning process can be simulated and analyzed through the three-dimensional physical model, so as to replace or reinforce part of the structure of the living building, reduce the deformation degree of the living building during transportation, thereby avoiding irreversible deformation of the living building during transportation and avoiding safety hazards to the construction site.

[0013] The above-mentioned method for transporting and turning over the plate-shell type living building of the offshore drilling oil platform, the step S100 comprises:

[0014] S110: Obtain the specification information of the structure, electrical and instrumentation, mechanical and heating, pipelines and outfitting of the living building;

[0015] S120: Establish a 1:1 3D model of the living building;

[0016] S130: Inputting specification information of each part of the living building into the three-dimensional model of the living building to obtain the three-dimensional mechanical model of the living building.

[0017] In the above-mentioned method for transporting and turning over the plate-shell type living building of the offshore drilling oil platform, the step S100 further comprises:

[0018] S140: Obtain the weight of the scaffolding during the sandblasting process, and add the model of the scaffolding to the three-dimensional model of the living building;

[0019] S150: Calculate the sandblasting weight and input the sandblasting weight information into the three-dimensional model of the living building;

[0020] S160: Obtaining the weight, center of gravity and center of gravity coordinates of the living building according to the updated three-dimensional mechanical model of the living building.

[0021] The above-mentioned method for transporting and turning over the plate-shell type living building of the offshore drilling oil platform, the step S200 comprises:

[0022] S210: Select the location of the hanging point according to the size and outline of the living building, and make a preliminary reinforcement design for the living building structure;

[0023] S220: Lay out the living building and the crane in the same plane and elevation drawing in the same proportion, observe whether there will be interference between the hanging points and the reinforced structure, and adjust the interference position.

[0024] The above-mentioned method for transporting and turning over the plate-shell type living building of the offshore drilling oil platform, the step S300 comprises:

[0025] S310: Obtaining the position and specification information of the lifting point, the hook, the main lifting and the auxiliary lifting;

[0026] S320: establishing three-dimensional models of hanging points, hanging hooks, main hangings and auxiliary hangings on the three-dimensional mechanical model of the living building;

[0027] S330: inputting the specification information of the lifting point, the lifting hook, the main lifting and the auxiliary lifting into the three-dimensional mechanical model;

[0028] S340: Use a three-dimensional mechanical model to simulate the flipping state of the living building at different angles under different working conditions, and analyze the strength of the hanging points, the deformation of the living building, and the force magnitude and direction of each hanging rope in the main and auxiliary hanging through mechanical calculations.

[0029] A storage medium stores a computer program, which, when called and executed by a processor, implements the above-mentioned method for transporting and turning over the plate-shell living building of an offshore drilling oil platform.

[0030] A device for generating a transport and turning plan for a plate-shell type living building of an offshore drilling oil platform comprises a processor and a storage medium, wherein the storage medium is electrically connected to the processor, and the processor can implement the above-mentioned method for formulating a plan for a plate-shell type living building of an offshore drilling oil platform by calling and executing a computer program stored in the storage medium.

[0031] A device for generating a transportation and turning-over plan for a plate-shell living building of an offshore drilling oil platform comprises: an acquisition module for acquiring specification information of each part of the living building, acquiring the position and specification information of a lifting point, a lifting hook, a main lifting and an auxiliary lifting, acquiring parameter information of a crane, and acquiring position information of a cushion pier; a modeling module for establishing a three-dimensional mechanical model of the living building according to the specification information of each part of the living building acquired by the acquisition module, and establishing a three-dimensional mechanical model of the living building during the hoisting process according to the three-dimensional mechanical model of the living building and the position and specification information of the lifting point, the lifting hook, the main lifting and the auxiliary lifting, and establishing a three-dimensional mechanical model of the living building according to the three-dimensional mechanical model of the living building A mechanical model is used to calculate and analyze the weight, center of gravity and center of gravity coordinates of the living building; a hoisting analysis module is used to simulate the turning state of the living building under different working conditions according to the three-dimensional mechanical model of the living building during the hoisting process, calculate and analyze the strength and deformation of the living building, lifting points and lifting ropes under different working conditions, and calculate the ground pressure ratio of the living building at various turning angles in combination with the parameter information of the crane obtained by the acquisition module; a pier analysis module is used to calculate and analyze the reaction force of each pier support point, the structural strength and the deformation value of the living building according to the three-dimensional mechanical model of the living building and the position information of the pier obtained by the acquisition module.

[0032] The present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] Figure 1 It is a flow chart of a method for transporting and turning over a plate-shell type living building of an offshore drilling oil platform according to an embodiment of the present invention;

[0034] Figure 2 is a schematic diagram of a three-dimensional mechanical model of a living building according to an embodiment of the present invention;

[0035] Figure 3 A schematic diagram showing the distribution of the centroid coordinates and the hanging point positions of the living building according to an embodiment of the present invention;

[0036] Figure 4 It is a lofting elevation view of the process of hoisting and turning over the living building in an embodiment of the present invention;

[0037] Figure 5 It is a schematic diagram of simulation analysis of a living building during hoisting according to an embodiment of the present invention;

[0038] Figure 6 It is a schematic diagram of simulation analysis of the living building of an embodiment of the present invention when turning over 45 degrees;

[0039] Figure 7 It is a schematic diagram of a simulation analysis of the ground pressure ratio when the main crane of an embodiment of the present invention turns over 45° or 135°;

[0040] Figure 8It is a schematic diagram of the simulation analysis of the ground pressure ratio of the auxiliary suspension when turning over 45° or 135° according to an embodiment of the present invention;

[0041] Fig. 9 Schematic diagram of the distribution of cushions according to an embodiment of the present invention. DETAILED DESCRIPTION

[0042] The embodiments of the present invention are described in detail below. Figure 1 The embodiment of the present invention provides a method for transporting and turning over a plate-shell living building of an offshore drilling oil platform, comprising the following steps:

[0043] S100: Establishing a 1:1 three-dimensional mechanical model of the living building to be transported according to actual construction specifications, and obtaining the weight, center of gravity and center of gravity coordinates of the three-dimensional mechanical model;

[0044] S200: Select the position of the hanging point according to the center of gravity position in the three-dimensional mechanical model, and strengthen the structure of the living building according to the selected hanging point position;

[0045] S300: Establish a three-dimensional mechanical model of the transported living building, lifting point, hook and lifting rope according to the adopted lifting standard specifications, and calculate and analyze the strength and deformation of the living building, lifting point and lifting rope under different working conditions through the three-dimensional mechanical model;

[0046] S400: According to the calculation and analysis results, the suspension points and suspension ropes are partially strengthened or replaced to ensure that the deformation of the living building and the rope force of the suspension ropes are within the allowable range;

[0047] S500: Select the crane according to the hoisting information, and calculate the ground pressure ratio of the crane when the living building is at various turning angles by combining the crane parameters and the three-dimensional mechanical model, and take corresponding safety measures according to the calculated ground pressure ratio;

[0048] S600: Arrange the position of the cushion pier according to the structural characteristics of the living building, and calculate the reaction force, structural strength and deformation value of each cushion pier support point according to the three-dimensional mechanical model of the living building, and adjust the position of the cushion pier according to the calculation results so that the deformation value of the living building, the reaction force and structural strength of each cushion pier support point are within the allowable range;

[0049] S700: Select the configuration of the SMPT module transport vehicle according to transportation requirements.

[0050] The method for transporting and turning over a plate-shell type living building of an offshore drilling oil platform according to an embodiment of the present invention performs three-dimensional physical modeling of the living building and its hoisting process, selects the position of the hoisting point and the position of the pier through the coordinates of the center of gravity of the living building obtained through simulation analysis, and replaces or reinforces part of the structure of the hoisting point, hoisting rope and living building according to the strength and deformation of the living building, hoisting rope and hoisting point obtained through analysis, so as to ensure that the deformation degree of the living building during transportation is within a controllable range, avoid irreversible deformation of the living building during transportation, and avoid safety hazards to the construction site.

[0051] In practice, the living building is composed of a variety of different professional parts such as the structure part, the electrical and communication part, the mechanical and heating part, the pipeline part and the outfitting part. Therefore, before establishing the three-dimensional mechanical model, it is necessary to collect and obtain the specification information of the parts of different professions. Specifically, step S100 includes the following steps:

[0052] S110: Obtain specification information of the structure part, electrical and instrumentation part, mechanical and heating ventilation part, pipeline part and outfitting part of the living building; the specification information includes weight, position coordinates, center of gravity coordinates, size and material, etc.

[0053] S120: Build a 1:1 3D model of the living building;

[0054] S130: Input the specification information of each part of the living building into the three-dimensional model of the living building to obtain the three-dimensional mechanical model of the living building, such as Figure 2 shown.

[0055] In some embodiments, the surface of the living building needs to be sandblasted before transportation. In order to facilitate sandblasting, a scaffolding will be installed on the living building. The weight of the scaffolding and sandblasting needs to be calculated into the three-dimensional mechanical model of the living building. Therefore, step S100 also includes:

[0056] S140: obtaining the weight of the scaffolding during the sandblasting process, and adding the model of the scaffolding to the three-dimensional model of the living building;

[0057] S150: Calculate the sandblasting weight, and input the sandblasting weight information into the three-dimensional model of the living building; the calculation theory of the sandblasting weight is common knowledge in this field and will not be elaborated here.

[0058] S160: Obtaining the weight, center of gravity and center of gravity coordinates of the living building according to the updated three-dimensional mechanical model of the living building.

[0059] The selection of the hanging point position can be based on the center of gravity coordinates obtained by analyzing and calculating the three-dimensional mechanical model of the living building, combined with the empirical principles for selecting the hanging point position to determine the best hanging point position, such as Figure 3As shown, the original structure of the living building is reinforced with the selected hanging point position as the reference. The reinforcement design can be carried out by partially replacing the original living building hanging point position structure or adding a reinforcement structure. After the reinforcement is completed, the specification information of the reinforcement needs to be input into the 3D mechanical model according to the actual situation, and the 3D mechanical model is updated. In some implementation examples, in order to avoid interference between the hanging point and the reinforcement structure during the hoisting process, after the hanging point position is set, the living building and the crane can be lofted in the same proportion in the same elevation drawing to observe whether there is any interference, such as Figure 4 If there is collision or interference during the turning process or the structure is too close, welding can be skipped before the turning and hoisting, and the whole can be assembled and sprayed after the turning is completed.

[0060] Reference Figure 5 and Figure 6 In this embodiment, step S300 specifically includes:

[0061] S310: Obtaining the position and specification information of the lifting point, the hook, the main lifting and the auxiliary lifting;

[0062] S320: establishing three-dimensional models of hanging points, hanging hooks, main hangings and auxiliary hangings on the three-dimensional mechanical model of the living building;

[0063] S330: Input specification information of the lifting point, the lifting hook, the main lifting and the auxiliary lifting into the three-dimensional mechanical model; wherein the specification parameters include material specifications, materials and dimensions, etc.

[0064] S340: Use a three-dimensional mechanical model to simulate the flipping state of the living building at different angles under different working conditions, and analyze the strength of the hanging points, the deformation of the living building, and the force magnitude and direction of each hanging rope in the main and auxiliary hanging through mechanical calculations.

[0065] In this embodiment, the modeling and analysis of the three-dimensional mechanical model are completed in the SACS software. The calculation simulation process of the turning over of the living building includes lifting, 45° turning over, 90° turning over, 135° turning over and 180° turning over under three working conditions: net weight condition SW, 1.05 times net weight condition LC1 and 1.1*1.05 times net weight condition LC2, where 1.05 is the weight uncertainty coefficient and 1.1 is the dynamic amplification coefficient when the structural lifting tonnage is less than 100 tons.

[0066] If the rope force of the lifting rope, the strength of the lifting point and the deformation degree of the living building do not meet the requirements after simulation analysis, it is necessary to reselect the selected lifting point position, lifting weight, plate thickness, material and size. After the selection is completed, the parameters of the three-dimensional mechanical model are updated and re-simulated until the rope force of the lifting rope, the strength of the lifting point and the deformation degree of the living building fall within the required range. It is understandable that the design of the lifting point also needs to consider the diameter of the shackle pin, the diameter of the lifting point hole, the main lifting point plate width and the lifting point height, the load angle and the resultant force angle, the allowable stress assessment of steel, etc., to ensure the safety and reliability of the lifting point.

[0067] After the simulation analysis is completed, the lifting capacity, operating range and working environment requirements of the cranes required for the main and auxiliary hoists are determined according to the size, weight, material and shape of the living building to be turned over and hoisted, as well as whether there are special requirements, to select the crane model to be used, and the ground pressure ratio value of the crane under different working conditions and different turning angles is calculated based on the parameters of the crane model and the three-dimensional mechanical model of the hoisting process. And the calculated ground pressure ratio value is used to evaluate the operating safety under different ground conditions, and corresponding safety measures are formulated, such as selecting a suitable ground environment or reinforcing the crane to improve the stability and safety of the crane operation. Finally, a hoisting operation table is formed based on the selected crane model and the data of the hoisted living building, as shown in the following table:

[0068] Table 1 Turning and hoisting operation table

[0069]

[0070] Reference Fig. 9 After the lifting plan is determined, the position of the pier is initially determined according to the structural characteristics of the living building, and the reaction force, structural strength, and deformation degree of each pier support are calculated based on the overall deadweight of the living building and the three-dimensional mechanical model. The position of the pier is adjusted according to the calculated structure to make the reaction force, structural strength, and deformation degree of the pier meet the requirements. For the position that still cannot meet the deformation requirements of the structural strength after multiple adjustments, additional temporary supports can be added.

[0071] Finally, the configuration of the SMPT modular transport vehicle for transporting the living building is selected according to the transportation needs, including determining the vehicle direction and load-bearing position according to the size of the paint shop, the form and size of the living building; determining the number of vehicle axes, axis distribution and spacing of the SPMT modular transport vehicle according to the dead weight, additional weight, center of gravity coordinates and size of the living building; considering the conditions of the transportation route, such as road width, turning radius, slope, etc., considering the stability and safety requirements of the goods to ensure stability during transportation.

[0072] Based on the same inventive concept, an embodiment of the present invention further provides a storage medium storing a computer program, which, when called and executed by a processor, implements the above-mentioned method for transporting and turning over the plate-shell living building of an offshore drilling oil platform.

[0073] In some possible embodiments, various aspects of the method for formulating a plate-shell type living building plan for an offshore drilling oil platform provided by the present invention can also be implemented in the form of a program product, which includes a program code. When the program product is run on an apparatus, the program code is used to enable the control device to execute the steps of the method for transporting and turning over a plate-shell type living building for an offshore drilling oil platform according to various exemplary embodiments of the present application described above in this specification.

[0074] Based on the same inventive concept, an embodiment of the present invention also provides a device for generating a transportation and turning over plan for the plate and shell type living building of the above-mentioned offshore drilling oil platform, including a processor and a storage medium, the storage medium is electrically connected to the processor, and the processor is used to execute the computer program stored on the storage medium to implement the transportation and turning over method of the plate and shell type living building of the above-mentioned offshore drilling oil platform.

[0075] In one possible design, the processor may include one or more processing units, and the processor may integrate an application processor and a modem processor, wherein the application processor mainly processes an operating system, a user interface, and application programs, and the modem processor mainly processes wireless communications. It is understandable that the modem processor may not be integrated into the processor. In some embodiments, the processor and the memory may be implemented on the same chip, and in some embodiments, they may also be implemented separately on separate chips.

[0076] The processor may be a general-purpose processor, such as a central processing unit (CPU), a digital signal processor, an application-specific integrated circuit, a field programmable gate array or other programmable logic device, a discrete gate or transistor logic device, or a discrete hardware component, which may implement or execute the methods, steps, and logic block diagrams disclosed in the embodiments of the present application. A general-purpose processor may be a microprocessor or any conventional processor, etc. The steps of the method for formulating a plan for a plate-shell living building for an offshore drilling oil platform disclosed in the embodiments of the present application may be directly embodied as being executed by a hardware processor, or may be executed by a combination of hardware and software modules in the processor.

[0077] As a non-volatile computer-readable storage medium, the memory can be used to store non-volatile software programs, non-volatile computer executable programs and modules. The memory can include at least one type of storage medium, such as a flash memory, a hard disk, a multimedia card, a card-type memory, a random access memory (Random Access Memory, RAM), a static random access memory (Static Random Access Memory, SRAM), a programmable read-only memory (Programmab le Read On ly Memory, PROM), a read-only memory (Read On ly Memory, ROM), an electrically erasable programmable read-only memory (Electrically Erasable Programmab l eRead-Only Memory, EEPROM), a magnetic memory, a disk, an optical disk, etc. The memory is any other medium that can be used to carry or store a desired program code in the form of an instruction or data structure and can be accessed by a computer, but is not limited thereto. The memory in the embodiment of the present application can also be a circuit or any other device that can realize a storage function, for storing program instructions and / or data.

[0078] By designing and programming the processor, the code corresponding to the method for formulating the plan of the plate-shell living building of the offshore drilling oil platform introduced in the above embodiment can be fixed into the chip, so that the chip can execute the steps of the method for formulating the plan of the plate-shell living building of the offshore drilling oil platform in the embodiment shown in the present invention when running. How to design and program the processor is a technology well known to those skilled in the art and will not be described in detail here.

[0079] Based on the same inventive concept, an embodiment of the present invention also provides another scheme generation device for a plate-shell living building of an offshore drilling oil platform, including an acquisition module, a modeling module, a hoisting analysis module and a cushion pier analysis module. The acquisition module is used to obtain the specification information of each part of the living building, obtain the position and specification information of the lifting point, hook, main hoist and auxiliary hoist, obtain the parameter information of the crane, and obtain the position information of the cushion pier. The modeling module is used to establish a three-dimensional mechanical model of the living building according to the specification information of each part of the living building obtained by the acquisition module, and establish a three-dimensional mechanical model of the living building during the hoisting process according to the three-dimensional mechanical model of the living building and the position and specification information of the lifting point, hook, main hoist and auxiliary hoist, and calculate and analyze the weight, center of gravity and center of gravity coordinates of the living building according to the three-dimensional mechanical model of the living building. The hoisting analysis module is used to simulate the turning state of the living building under different working conditions according to the three-dimensional mechanical model of the living building during the hoisting process, calculate and analyze the strength and deformation of the living building, lifting points and lifting ropes under different working conditions, and calculate the ground pressure ratio of the living building at various turning angles in combination with the parameter information of the crane obtained by the acquisition module; the pier analysis module is used to calculate and analyze the reaction force of each pier support point, the structural strength and the deformation value of the living building according to the three-dimensional mechanical model of the living building and the position information of the pier obtained by the acquisition module.

[0080] The present application is described with reference to the flowcharts and / or block diagrams of the methods, apparatus (systems), and computer program products according to the embodiments of the present application. It should be understood that each process and / or block in the flowchart and / or block diagram, as well as the combination of the 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 generate 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.

[0081] 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 comprising 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.

[0082] 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. Figure 1 A process or multiple processes and / or boxes Figure 1 The steps for the functions specified in one or more boxes.

[0083] 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 method for transporting and turning over a plate-shell type living building of an offshore drilling oil platform, characterized in that: The steps include: S100: Establishing a 1:1 three-dimensional mechanical model of the living building to be transported according to actual construction specifications, and obtaining the weight, center of gravity and center of gravity coordinates of the three-dimensional mechanical model; S200: Select the position of the hanging point according to the center of gravity position in the three-dimensional mechanical model, and strengthen the structure of the living building according to the selected hanging point position; S300: Establish a three-dimensional mechanical model of the transported living building, lifting point, hook and lifting rope according to the adopted lifting standard specifications, and calculate and analyze the strength and deformation of the living building, lifting point and lifting rope under different working conditions through the three-dimensional mechanical model; S4 00: According to the calculation and analysis results, the suspension points and suspension ropes are partially strengthened or replaced to ensure that the deformation of the living building and the rope force of the suspension rope are within the allowable range; S5 00: Select the crane according to the hoisting information, and calculate the ground pressure of the crane at various turning angles of the living building by combining the crane parameters and the three-dimensional mechanical model, and take corresponding safety measures according to the calculated ground pressure; S600: Arrange the position of the cushion pier according to the structural characteristics of the living building, and calculate the reaction force, structural strength and deformation value of each cushion pier support point according to the three-dimensional mechanical model of the living building, and adjust the position of the cushion pier according to the calculation results so that the deformation value of the living building, the reaction force and structural strength of each cushion pier support point are within the allowable range; S700: Select the configuration of the SMPT module transport vehicle according to transportation requirements.

2. The method for transporting and turning over the plate-shell type living building of an offshore drilling oil platform according to claim 1, characterized in that: The step S100 includes: S110: Obtain the specification information of the structure, electrical and instrumentation, mechanical and heating, pipelines and outfitting of the living building; S120: Build a 1:1 3D model of the living building; S130: Inputting the specification information of each part of the living building into the three-dimensional model of the living building to obtain the three-dimensional mechanical model of the living building.

3. The method for transporting and turning over the plate-shell type living building of an offshore drilling oil platform according to claim 2, characterized in that: The step S100 further includes: S140: obtaining the weight of the scaffolding during the sandblasting process, and adding the model of the scaffolding to the three-dimensional model of the living building; S150: Calculate the sandblasting weight and input the sandblasting weight information into the three-dimensional model of the living building; S160: Obtaining the weight, center of gravity and center of gravity coordinates of the living building according to the updated three-dimensional mechanical model of the living building.

4. The method for transporting and turning over the plate-shell type living building of an offshore drilling oil platform according to claim 1, characterized in that: The step S200 includes: S210: Select the location of the hanging point according to the size and outline of the living building, and make a preliminary reinforcement design for the living building structure; S220: Lay out the living building and the crane in the same plane and elevation drawing in the same proportion, observe whether there will be interference between the hanging points and the reinforced structure, and adjust the interference position.

5. The method for transporting and turning over the plate-shell type living building of an offshore drilling oil platform according to claim 1, characterized in that: The step S300 includes: S310: Obtaining the position and specification information of the lifting point, the hook, the main lifting and the auxiliary lifting; S320: establishing three-dimensional models of hanging points, hanging hooks, main hangings and auxiliary hangings on the three-dimensional mechanical model of the living building; S330: inputting the specification information of the lifting point, the lifting hook, the main lifting and the auxiliary lifting into the three-dimensional mechanical model; S340: Use a three-dimensional mechanical model to simulate the flipping state of the living building at different angles under different working conditions, and analyze the strength of the hanging points, the deformation of the living building, and the force magnitude and direction of each hanging rope in the main and auxiliary hanging through mechanical calculations.

6. A storage medium storing a computer program, characterized in that: When the computer program is called and executed by the processor, the method for transporting and turning over the plate-shell living building of an offshore drilling oil platform according to any one of claims 1 to 5 is implemented.

7. A device for generating a transportation and turning plan for a plate-shell living building on an offshore drilling oil platform, characterized in that: It includes a processor and a storage medium, the storage medium is electrically connected to the processor, and the processor can implement the method for transporting and turning over the plate-shell living building of an offshore drilling oil platform according to any one of claims 1 to 5 by calling and executing a computer program stored in the storage medium.

8. A device for generating a transportation and turning plan for a plate-shell living building of an offshore drilling oil platform, characterized in that: include: The acquisition module is used to obtain the specification information of each part of the living building, obtain the location and specification information of the lifting point, the hook, the main lifting and the auxiliary lifting, obtain the parameter information of the crane, and obtain the location information of the cushion pier; A modeling module, for establishing a three-dimensional mechanical model of the living building according to the specification information of each part of the living building obtained by the acquisition module, and establishing a three-dimensional mechanical model of the living building during the hoisting process according to the three-dimensional mechanical model of the living building and the positions and specification information of the hanging points, hooks, main hangings and auxiliary hangings, and calculating and analyzing the weight, center of gravity and center of gravity coordinates of the living building according to the three-dimensional mechanical model of the living building; A hoisting analysis module is used to simulate the turning state of the living building under different working conditions according to the three-dimensional mechanical model of the living building during the hoisting process, calculate and analyze the strength and deformation of the living building, the hoisting point and the hoisting rope under different working conditions, and calculate the ground pressure ratio of the living building at various turning angles in combination with the parameter information of the crane obtained by the acquisition module; The pier analysis module is used to calculate and analyze the reaction force, structural strength and deformation value of each pier support point of the living building according to the three-dimensional mechanical model of the living building and the pier position information obtained by the acquisition module.

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