A construction method, apparatus, equipment, and readable storage medium for an emergency component of a space structure.

Abstract

This invention discloses a construction method, apparatus, equipment, and readable storage medium for an emergency component of a spatial structure. The method includes acquiring relevant design parameters and data, determining the relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section based on the acquired data, and outputting a second result if the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section. This second result guides construction personnel in reinforcing the support frame foundation section. This invention can calculate the number of support frame foundation sections needed and ensure that the support frame foundation sections can support the spatial structure for a long time without easily breaking or cracking, by using the installation height of the spatial structure and the relationship between the base pressure and the ultimate bearing capacity of the support frame foundation section. Furthermore, controlling the base pressure of the spatial structure to be less than 90% of the ultimate bearing capacity of the support frame foundation section ensures that the support frame is not prone to swaying when supporting the spatial structure.

Description

Technical Field

[0001] This invention belongs to the field of building construction technology, and in particular relates to a construction method, device, equipment and readable storage medium for an emergency component of a spatial structure. Background Technology

[0002] Steel structure buildings, as a new type of energy-saving and environmentally friendly building system, are hailed as one of the "green buildings" of the 21st century. They are energy-saving, environmentally friendly, and recyclable building structures, perfectly aligning with the current societal requirements for energy-efficient buildings and sustainable economic development. They offer significant advantages in high-rise buildings, large factories, large-span spatial structures, and transportation and energy projects. Compared to traditional reinforced concrete structures, steel structures primarily boast high strength, low construction costs, light weight, short construction periods, and the ability to be prefabricated in factories. However, in recent years, due to the proliferation of large-span structures and spatial structures in various regions, problems have arisen such as decreased load-bearing capacity, increased deformation, and reduced safety after a certain service life. Furthermore, there have been instances both domestically and internationally where the load-bearing capacity of large-span spatial structures has become insufficient due to design flaws, construction issues, or external environmental factors. Therefore, before permanent reinforcement of spatial structures, it is crucial to employ scientific and reasonable methods for undisturbed, rapid, and emergency temporary support reinforcement to ensure the smooth implementation of permanent structural reinforcement and guarantee structural safety. Summary of the Invention

[0003] This invention provides a construction method, apparatus, equipment, and readable storage medium for emergency components of spatial structures, which can effectively solve the above-mentioned problems.

[0004] This invention is implemented as follows:

[0005] A construction method for an emergency component of a space structure, comprising:

[0006] The design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and the survey information of the pre-installation site are obtained. The design parameters include the installation height of the spatial structure and the base pressure, and the survey information includes the soil characteristic information within the coordinate range of the pre-installation site.

[0007] The minimum number of support frame base sections required is calculated based on the installation height of the spatial structure and the standard height of the support frame base section, wherein the minimum number is not less than 2, and first information is output. The first information is used to guide the manufacturer to produce the support frame base section and to weld the base steel plates of the two sets of support frame base sections.

[0008] The relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section is determined. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, a first result is output. The first result is used to remind construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, a second result is output. The second result is used to guide construction personnel to strengthen the support frame foundation section. After the support frame foundation section is strengthened, the base pressure of the strengthened support frame foundation section and the spatial structure are judged again until the first result is output.

[0009] Determine the soil characteristics within the coordinate range of the pre-installation location. If the horizontality of the pre-installation location is no greater than 20°, output a third result. The third result is used to remind the construction personnel that installation can be carried out at the pre-installation location. If the horizontality of the pre-installation location is greater than 20°, output a fourth result. The fourth result is used to remind the construction personnel to fill the soil at the pre-installation location until the third result is output.

[0010] Send a first control command, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section, so as to instruct the construction personnel to carry out construction according to the information displayed on the display.

[0011] As a further improvement, a first control command is sent, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation sections, instructing construction personnel to carry out construction according to the information displayed on the display. The command also includes:

[0012] The calculated height standard and ultimate bearing capacity standard of the support frame foundation section are sent to the manufacturer, who then produces the support frame foundation section based on the obtained height standard and ultimate bearing capacity standard.

[0013] Obtain the actual height and actual ultimate bearing capacity of the fabricated support frame foundation section uploaded by the manufacturer's staff;

[0014] The actual height and ultimate bearing capacity of the support frame foundation section are compared with the standard height and ultimate bearing capacity of the support frame foundation section to obtain the first manufacturing error.

[0015] Determine whether the first manufacturing error meets the requirements. If it does, send a second control command. The second control command includes a command to control the display to show that the support frame base section has passed the inspection and can be installed on site.

[0016] As a further improvement, a first control command is sent, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation sections, so as to instruct the construction personnel to carry out construction according to the information displayed on the display, specifically including:

[0017] A structural panel is placed at the pre-installation location, and a foundation base is installed on top of the structural panel. The foundation base is fixed to the structural panel by steel pressure plates and bolts.

[0018] A set of support frame base sections with base steel plates are welded onto the base base. Then, the remaining support frame base sections without base steel plates are installed vertically with bolts in sequence. Finally, another set of support frame base sections with base steel plates are installed backwards onto the support frame base sections that have been installed vertically. Thus, all the support frame base sections together form a support frame with base steel plates at both ends in the vertical direction.

[0019] A support beam is then welded to the top of the support frame, and a welded steel plate is welded to the middle of the support beam. A first steel pipe is welded to the middle of the welded steel plate. A second steel pipe is connected to the end of the first steel pipe away from the welded steel plate through a fastening sleeve. A steel plate base is welded to the end of the second steel pipe away from the first steel pipe. A stiffening rib is welded on the steel plate base. The stiffening rib supports a semi-circular groove. A rubber pad is provided between the semi-circular groove and the spatial structure, and the semi-circular groove is fitted with a socket bolt to tighten against the spatial structure.

[0020] As a further improvement, a first control command is sent, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation sections, instructing construction personnel to carry out construction according to the information displayed on the display. The command also includes:

[0021] After the support frame is fully installed, a view of the entire support frame is obtained through a vision transmission component. The obtained view is then subjected to a vertical parallelism check. If the parallelism check range is less than 13°, a pass / fail message is output, which guides the construction personnel to continue construction. If the parallelism check range is not less than 13°, a fail / fail message is output, and areas with a parallelism of not less than 13° are marked. The marked areas are displayed on a control monitor, and the fail / fail message guides the construction personnel to adjust the marked areas.

[0022] A device for an emergency component of a space structure, comprising:

[0023] The first acquisition module is used to acquire the design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and the survey information of the pre-installation location. The design parameters include the installation height of the spatial structure and the base pressure, and the survey information includes soil characteristic information within the location coordinate range of the pre-installation location.

[0024] The first calculation module is used to calculate the minimum number of support frame base sections required based on the installation height of the spatial structure and the standard height of the support frame base section, wherein the minimum number is not less than 2, and output first information, which is used to guide the manufacturer to produce the support frame base section and weld the base steel plates of the two sets of support frame base sections.

[0025] The first judgment module is used to determine the relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, a first result is output. The first result is used to remind the construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, a second result is output. The second result is used to guide the construction personnel to strengthen the support frame foundation section. After the support frame foundation section is strengthened, the base pressure of the strengthened support frame foundation section and the base pressure of the spatial structure are judged again until the first result is output.

[0026] The second judgment module is used to judge the soil feature information within the coordinate range of the pre-installation location. If the horizontality of the pre-installation location is not greater than 20°, a third result is output. The third result is used to remind the construction personnel that the installation can be carried out at the pre-installation location. If the horizontality of the pre-installation location is greater than 20°, a fourth result is output. The fourth result is used to remind the construction personnel to fill the soil at the pre-installation location until the third result is output.

[0027] The first control module is used to send a first control command, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section, so as to instruct the construction personnel to carry out construction according to the information displayed on the display.

[0028] Further improvements also include:

[0029] The second acquisition module is used to send the calculated height standard and ultimate bearing capacity standard of the support frame foundation section to the manufacturer, and the manufacturer produces the support frame foundation section according to the acquired height standard and ultimate bearing capacity standard.

[0030] The third acquisition module is used to acquire the actual height and actual ultimate bearing capacity of the fabricated support frame foundation section uploaded by the manufacturer's staff.

[0031] The first comparison module is used to compare the actual height and actual ultimate bearing capacity of the support frame foundation section with the height standard and ultimate bearing capacity standard of the support frame foundation section, and to obtain the first manufacturing error.

[0032] The third judgment module is used to determine whether the first manufacturing error meets the requirements. If it does, it sends a second control command. The second control command includes a command to control the display to show that the support frame foundation section has passed the inspection and can be installed on site.

[0033] Further improvements also include:

[0034] The fourth acquisition module is used to obtain a view of the entire support frame through the vision transmission component after the support frame is installed.

[0035] The fourth judgment module is used to perform vertical parallelism detection on the acquired view. If the obtained parallelism detection range is less than 13°, qualified information is output. The qualified information is used to guide the construction personnel to continue construction. If the obtained parallelism detection range is not less than 13°, unqualified information is output, and the areas where the detected parallelism is not less than 13° are marked. The marked areas are displayed through the control display. The unqualified information is used to guide the construction personnel to adjust the marked areas.

[0036] A device for an emergency component of a space structure, comprising:

[0037] Memory, used to store computer programs;

[0038] A processor, configured to execute the computer program to implement the steps of the construction method for the emergency component of the space structure as described in any one of claims 1 to 4.

[0039] A readable storage medium for an emergency space structure component, the readable storage medium storing a computer program, which, when executed by a processor, implements the steps of the construction method for the emergency space structure component as described in any one of claims 1 to 4.

[0040] The beneficial effects of this invention are: it enables intelligent construction methods and is more accurate in analyzing relevant parameters and calculating corresponding results, avoiding errors that may occur when calculating manually; it can also calculate the number of support frame foundation sections to be used by considering the installation height of the spatial structure, the base pressure, and the ultimate bearing capacity of the support frame foundation sections, ensuring that the support frame foundation sections can support the spatial structure for a long time without easily breaking or cracking, and controlling the base pressure of the spatial structure to be less than 90% of the ultimate bearing capacity of the support frame foundation sections, thus ensuring that the support frame is not prone to shaking when bearing the spatial structure.

[0041] Other features and advantages of the invention will be set forth in the following description, and will be apparent in part from the description, or may be learned by practicing embodiments of the invention. The objects and other advantages of the invention may be realized and obtained by means of the structures particularly pointed out in the written description, claims, and drawings. Attached Figure Description

[0042] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present invention and should not be regarded as a limitation of the scope. For those skilled in the art, other related drawings can be obtained from these drawings without creative effort.

[0043] Figure 1 This is a schematic diagram of the construction steps of a spatial structure emergency component according to the present invention;

[0044] Figure 2 This is a structural schematic diagram of a space structure emergency component according to the present invention;

[0045] Figure 3 This is a schematic diagram of the structure of a space structure emergency component according to the present invention;

[0046] Figure 4 This is a schematic diagram of the overall structure of a space structure emergency component according to the present invention;

[0047] Figure 5 yes Figure 4 A front view structural diagram;

[0048] Figure 6 yes Figure 5 Enlarged schematic diagram of some of the structures in the diagram;

[0049] Figure 7 yes Figure 4 A schematic diagram of the overall structure of the central support frame foundation section.

[0050] Figure label:

[0051] 1-Structural plate, 2-Foundation base, 3-Steel pressure plate, 4-Base steel plate, 5-Support beam, 6-Fastening sleeve, 7-Semi-circular groove, 8-Spatial structure, 9-Steel plate base, 10-Welded steel plate, 11-First steel pipe, 12-Rubber pad, 13-Support frame foundation section, 14-Maintenance staircase, 15-Socket bolt, 701-First acquisition module, 702-First calculation module, 703-First judgment module, 704-Second judgment module, 705-First control module, 706-Second acquisition module, 707-Third acquisition module, 708-First comparison module, 709-Third judgment module, 710-Fourth acquisition module, 711-Fourth judgment module, 800-Equipment, 801-Processor, 802-Memory, 803-Multimedia component, 804-I / O interface, 805-Communication component. Detailed Implementation

[0052] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention. Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to represent selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0053] In the description of this invention, the terms "upper," "lower," "above," "both ends," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limiting this invention.

[0054] Example 1

[0055] Reference Figure 1 , Figures 4-7 As shown, this embodiment provides a construction method for an emergency component of a space structure 8, including:

[0056] The design parameters of the spatial structure 8, the ultimate bearing capacity of the support frame foundation section 13, and the survey information of the pre-installation location are obtained. The design parameters include the installation height of the spatial structure 8 and the base pressure. The survey information includes the soil characteristic information within the coordinate range of the pre-installation location.

[0057] The minimum number of support frame base sections 13 required is calculated based on the installation height of the space structure 8 and the standard height of the support frame base section 13, wherein the minimum number is not less than 2, and first information is output. The first information is used to guide the manufacturer to produce the support frame base section 13 and to weld the base steel plate 94 of the two sets of support frame base sections 13.

[0058] The relationship between the base pressure of the spatial structure 8 and the ultimate bearing capacity of the support frame base section 13 is determined. If the base pressure of the spatial structure 8 is less than 90% of the ultimate bearing capacity of the support frame base section 13, a first result is output. The first result is used to remind construction personnel that the support frame base section 13 can be used for installation. If the base pressure of the spatial structure 8 is not less than 90% of the ultimate bearing capacity of the support frame base section 13, a second result is output. The second result is used to guide construction personnel to strengthen the support frame base section 13. After the support frame base section 13 is strengthened, the base pressure of the strengthened support frame base section 13 and the spatial structure 8 is determined again until the first result is output.

[0059] Determine the soil characteristics within the coordinate range of the pre-installation location. If the horizontality of the pre-installation location is no greater than 20°, output a third result. The third result is used to remind the construction personnel that installation can be carried out at the pre-installation location. If the horizontality of the pre-installation location is greater than 20°, output a fourth result. The fourth result is used to remind the construction personnel to fill the soil at the pre-installation location until the third result is output.

[0060] Send a first control command, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section 13, so as to instruct the construction personnel to carry out construction according to the information displayed on the display.

[0061] This invention enables intelligent construction methods and provides greater accuracy in analyzing relevant parameters and calculating corresponding results, avoiding potential errors that may occur during manual calculations. Furthermore, it allows for the calculation of the number of support frame base sections 13 to be used, ensuring that the support frame base sections 13 can support the spatial structure 8 for a long period without easily breaking or cracking, by using the installation height of the spatial structure 8, the base pressure, and the ultimate bearing capacity of the support frame base section 13. By controlling the base pressure of the spatial structure 8 to be less than 90% of the ultimate bearing capacity of the support frame base section 13, it is possible to ensure that the support frame does not easily sway when supporting the spatial structure 8.

[0062] Furthermore, a first control command is sent, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section 13, to instruct construction personnel to carry out construction according to the information displayed on the display, and also includes:

[0063] The calculated height standard and ultimate bearing capacity standard of the support frame base section 13 are sent to the manufacturer, and the manufacturer produces the support frame base section 13 according to the obtained height standard and ultimate bearing capacity standard.

[0064] Obtain the actual height and actual ultimate bearing capacity of the fabricated support frame foundation section 13 uploaded by the manufacturer's staff;

[0065] The actual height and ultimate bearing capacity of the support frame foundation section 13 are compared with the height standard and ultimate bearing capacity standard of the support frame foundation section 13 to obtain the first manufacturing error;

[0066] Determine whether the first manufacturing error meets the requirements. If it does, send a second control command. The second control command includes a command to control the display to show that the support frame base section 13 has passed the inspection and can be installed on site.

[0067] When fabricating the foundation section 13 of the support frame, there may be deviations between the actual height and ultimate bearing capacity of the fabricated structure and the standards for height and ultimate bearing capacity. When there are deviations, it may affect the subsequent on-site construction. Therefore, this embodiment fully considers the possible situations and takes corresponding measures. Through the above methods, the errors that occur during the actual installation process can be reduced, and the actual construction parameters can be made as consistent as possible with the design parameters, thereby ensuring the accuracy of the overall construction and improving the stability and safety of the overall structure.

[0068] Furthermore, a first control command is sent, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section 13, instructing construction personnel to carry out construction according to the information displayed on the display, specifically including:

[0069] A structural panel 1 is placed at the pre-installation location, and a foundation base 2 is installed on top of the structural panel 1. The foundation base 2 is fixed to the structural panel 1 by a steel pressure plate 3 and bolts.

[0070] A set of support frame base sections 13 with base steel plates 4 are welded onto the base base 2. Then, the remaining support frame base sections 13 without base steel plates 4 are installed vertically with bolts. Finally, another set of support frame base sections 13 with base steel plates 4 are installed backwards onto the support frame base sections 13 that have been installed vertically. Thus, all the support frame base sections 13 together form a support frame with base steel plates 4 at both vertical ends.

[0071] A support beam 5 is then welded to the top of the support frame, and a welded steel plate 10 is welded to the middle of the support beam 5. A first steel pipe 11 is welded to the middle of the welded steel plate 10. A second steel pipe is connected to the end of the first steel pipe 11 away from the welded steel plate 10 through a fastening sleeve 6. A steel plate base 9 is welded to the end of the second steel pipe away from the first steel pipe 11. A stiffening rib is welded on the steel plate base 9. The stiffening rib supports a semi-circular groove 7. A rubber pad 12 is provided between the semi-circular groove 7 and the spatial structure 8. The semi-circular groove 7 is fitted with a socket bolt 15 to tighten against the spatial structure 8.

[0072] The support frame base section 13 is connected to the support frame column and the support frame horizontal balance rod by welding. At the same time, the overall rigidity of the support frame standard section is increased by the support frame diagonal tie rod. An inspection staircase 14 is provided inside the support frame base section 13, which can be used for daily inspection and maintenance of the support frame.

[0073] This invention uses a semi-circular groove 7 in conjunction with socket bolts 15 to tighten the spatial structure 8, thereby transferring the structural load of the spatial structure 8 to the structural slab surface 1 through the support frame foundation section 13. This eliminates the need for the traditional full-span scaffolding method to support and reinforce the entire spatial structure 8, achieving the effects of convenient construction and saving construction time. Furthermore, this construction method does not disturb the spatial structure 8 itself, thus reducing safety hazards and saving project costs.

[0074] Furthermore, a first control command is sent, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section 13, to instruct construction personnel to carry out construction according to the information displayed on the display, and also includes:

[0075] After the support frame is fully installed, a view of the entire support frame is obtained through a vision transmission component. The obtained view is then subjected to a vertical parallelism check. If the parallelism check range is less than 13°, a pass / fail message is output, which guides the construction personnel to continue construction. If the parallelism check range is not less than 13°, a fail / fail message is output, and areas with a parallelism of not less than 13° are marked. The marked areas are displayed on a control monitor, and the fail / fail message guides the construction personnel to adjust the marked areas.

[0076] The visual transmission component is used to perform vertical parallelism detection on the entire support frame, ensuring its stability during and after installation, thus better preventing tilting or collapse under load. By marking unqualified areas, construction workers can target and repair those areas, greatly saving construction time.

[0077] Example 2

[0078] like Figure 2 As shown, this embodiment provides a device for an emergency component of a space structure 8, the device comprising:

[0079] The first acquisition module 701 is used to acquire the design parameters of the spatial structure 8, the ultimate bearing capacity of the support frame foundation section 13, and the survey information of the pre-installation location. The design parameters include the installation height of the spatial structure 8 and the base pressure, and the survey information includes the soil characteristic information within the location coordinate range of the pre-installation location.

[0080] The first calculation module 702 is used to calculate the minimum number of support frame base sections 13 required based on the installation height of the space structure 8 and the standard height of the support frame base section 13, wherein the minimum number is not less than 2, and output first information, which is used to guide the manufacturer to produce the support frame base section 13 and to weld the base steel plate 94 of the two sets of support frame base sections 13.

[0081] The first judgment module 703 is used to judge the relationship between the base pressure of the spatial structure 8 and the ultimate bearing capacity of the support frame base section 13. If the base pressure of the spatial structure 8 is less than 90% of the ultimate bearing capacity of the support frame base section 13, a first result is output. The first result is used to remind the construction personnel that the support frame base section 13 can be used for installation. If the base pressure of the spatial structure 8 is not less than 90% of the ultimate bearing capacity of the support frame base section 13, a second result is output. The second result is used to guide the construction personnel to strengthen the support frame base section 13. After the support frame base section 13 is strengthened, the base pressure of the strengthened support frame base section 13 and the spatial structure 8 is judged again until the first result is output.

[0082] The second judgment module 704 is used to judge the soil feature information within the coordinate range of the pre-installation location. If the horizontality of the pre-installation location is not greater than 20°, a third result is output. The third result is used to remind the construction personnel that the installation can be carried out at the pre-installation location. If the horizontality of the pre-installation location is greater than 20°, a fourth result is output. The fourth result is used to remind the construction personnel to fill the soil at the pre-installation location until the third result is output.

[0083] The first control module 705 is used to send a first control command, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section 13, so as to instruct the construction personnel to carry out construction according to the information displayed on the display.

[0084] The device reduces the manpower required to determine relevant construction structures and parameters, thus reducing the workload of construction workers. It also provides a more intuitive way for construction workers to view construction information directly on a monitor.

[0085] In one specific implementation of this disclosure, the device further includes a second acquisition module 706, a third acquisition module 707, a first comparison module 708, and a third judgment module 709.

[0086] The second acquisition module 706 is used to send the calculated height standard and ultimate bearing capacity standard of the support frame base section 13 to the manufacturer, and the manufacturer produces the support frame base section 13 according to the acquired height standard and ultimate bearing capacity standard.

[0087] The third acquisition module 707 is used to acquire the actual height and actual ultimate bearing capacity of the fabricated support frame foundation section 13 uploaded by the manufacturer's staff.

[0088] The first comparison module 708 is used to compare the actual height and actual ultimate bearing capacity of the support frame base section 13 with the height standard and ultimate bearing capacity standard of the support frame base section 13, and obtain the first manufacturing error;

[0089] The third judgment module 709 is used to determine whether the first manufacturing error meets the requirements. If it does, it sends a second control command. The second control command includes a command to control the display to show that the support frame base section 13 has passed the inspection and can be installed on site.

[0090] In one specific embodiment of this disclosure, the device further includes a fourth acquisition module 710 and a fourth judgment module 711.

[0091] The fourth acquisition module 710 is used to acquire a view of the entire support frame through a vision transmission component after the support frame has been installed.

[0092] The fourth judgment module 711 is used to perform vertical parallelism detection on the acquired view. If the obtained parallelism detection range is less than 13°, qualified information is output. The qualified information is used to guide the construction personnel to continue construction. If the obtained parallelism detection range is not less than 13°, unqualified information is output, and the areas where the detected parallelism is not less than 13° are marked. The marked areas are displayed through the control display. The unqualified information is used to guide the construction personnel to adjust the marked areas.

[0093] It should be noted that the specific manner in which each module performs its operation in the apparatus described in the above embodiments has been described in detail in the embodiments of the method, and will not be elaborated here.

[0094] Example 3

[0095] Corresponding to the above method embodiments, this disclosure also provides a device for an emergency component of a space structure. The device for an emergency component of a space structure described below and the construction method for an emergency component of a space structure described above can be referred to each other.

[0096] Figure 3 This is a block diagram illustrating a device 800 of a space structure emergency assembly according to an exemplary embodiment. (See diagram below.) Figure 3 As shown, the device 800 of the space structure emergency component may include: a processor 801 and a memory 802. The device 800 of the space structure emergency component may also include one or more of a multimedia component 803, an input / output (I / O) interface 804, and a communication component 805.

[0097] The processor 801 controls the overall operation of the device 800 of the space structure emergency component to complete all or part of the steps in the construction method of the space structure emergency component described above. The memory 402 stores various types of data to support the operation of the device 800 of the space structure emergency component. This data may include, for example, instructions for any application or method operating on the device 800 of the space structure emergency component, as well as application-related data, such as contact data, sent and received messages, pictures, audio, video, etc. The memory 802 can be implemented using any type of volatile or non-volatile storage device or a combination thereof, such as Static Random Access Memory (SRAM), Electrically Erasable Programmable Read-Only Memory (EEPROM), Erasable Programmable Read-Only Memory (EPROM), Programmable Read-Only Memory (PROM), Read-Only Memory (ROM), magnetic storage, flash memory, magnetic disk, or optical disk. The multimedia component 803 may include a screen and an audio component. The screen may be, for example, a touchscreen, and the audio component is used to output and / or input audio signals. For example, the audio component may include a microphone for receiving external audio signals. The received audio signals may be further stored in the memory 802 or transmitted via the communication component 805. The audio component also includes at least one speaker for outputting audio signals. I / O interface 804 provides an interface between processor 801 and other interface modules, such as keyboards, mice, and buttons. These buttons can be virtual or physical. Communication component 805 enables wired or wireless communication between the device 800 of this space structure emergency component and other devices. Wireless communication includes Wi-Fi, Bluetooth, Near Field Communication (NFC), 2G, 3G, or 4G, or a combination thereof. Therefore, the corresponding communication component 805 may include a Wi-Fi module, a Bluetooth module, or an NFC module.

[0098] In an exemplary embodiment, the device 800 of the space structure emergency component may be implemented by one or more application-specific integrated circuits (ASICs), digital signal processors (DSPs), digital signal processing devices (DSPDs), programmable logic devices (PLDs), field-programmable gate arrays (FPGAs), controllers, microcontrollers, microprocessors, or other electronic components to perform the construction method of the space structure emergency component described above.

[0099] In another exemplary embodiment, a computer-readable storage medium including program instructions is also provided, which, when executed by a processor, implement the steps of the construction method for the aforementioned space structure emergency component. For example, the computer-readable storage medium may be the aforementioned memory 802 including program instructions, which may be executed by the processor 801 of the space structure emergency component device 800 to complete the aforementioned construction method for the space structure emergency component.

[0100] Example 4

[0101] Corresponding to the above method embodiments, this disclosure also provides a readable storage medium for an emergency space structure component. The readable storage medium described below and the construction method for the emergency space structure component described above can be referred to in correspondence.

[0102] A readable storage medium storing a computer program, which, when executed by a processor, implements the steps of the construction method for the space structure emergency component of the above-described method embodiments.

[0103] Specifically, the readable storage medium can be a USB flash drive, a portable hard drive, a read-only memory (ROM), a random access memory (RAM), a magnetic disk, or an optical disk, or any other readable storage medium capable of storing program code.

[0104] The above description is merely a preferred embodiment of the present invention and is not intended to limit the invention. Various modifications and variations can be made to the invention by those skilled in the art. Any modifications, equivalent substitutions, or improvements made within the spirit and principles of the invention should be included within the scope of protection of the invention.

Claims

1. A construction method for an emergency component of a space structure, characterized in that, include: The design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and the survey information of the pre-installation site are obtained. The design parameters include the installation height of the spatial structure and the base pressure, and the survey information includes the soil characteristic information within the coordinate range of the pre-installation site. The minimum number of support frame base sections required is calculated based on the installation height of the spatial structure and the standard height of the support frame base section, wherein the minimum number is not less than 2, and first information is output. The first information is used to guide the manufacturer to produce the support frame base section and to weld the base steel plates of the two sets of support frame base sections. The relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section is determined. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, a first result is output. The first result is used to remind construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, a second result is output. The second result is used to guide construction personnel to strengthen the support frame foundation section. After the support frame foundation section is strengthened, the base pressure of the strengthened support frame foundation section and the spatial structure are judged again until the first result is output. Determine the soil characteristics within the coordinate range of the pre-installation location. If the horizontality of the pre-installation location is no greater than 20°, output a third result. The third result is used to remind the construction personnel that installation can be carried out at the pre-installation location. If the horizontality of the pre-installation location is greater than 20°, output a fourth result. The fourth result is used to remind the construction personnel to fill the soil at the pre-installation location until the third result is output. Send a first control command, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section, so as to instruct the construction personnel to carry out construction according to the information displayed on the display.

2. The construction method of the emergency component for a space structure according to claim 1, characterized in that, Sending a first control command, the first control command including a command to control the display to show the installation position coordinates and quantity of the support frame foundation sections, to instruct construction personnel to carry out construction according to the information displayed on the display, and further including: The calculated height standard and ultimate bearing capacity standard of the support frame foundation section are sent to the manufacturer, who then produces the support frame foundation section based on the obtained height standard and ultimate bearing capacity standard. Obtain the actual height and actual ultimate bearing capacity of the fabricated support frame foundation section uploaded by the manufacturer's staff; The actual height and ultimate bearing capacity of the support frame foundation section are compared with the standard height and ultimate bearing capacity of the support frame foundation section to obtain the first manufacturing error. Determine whether the first manufacturing error meets the requirements. If it does, send a second control command. The second control command includes a command to control the display to show that the support frame base section has passed the inspection and can be installed on site.

3. The construction method of the emergency component for a spatial structure according to claim 1, characterized in that, Send a first control command, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation sections, so as to instruct the construction personnel to carry out construction according to the information displayed on the display, specifically including: A structural panel is placed at the pre-installation location, and a foundation base is installed on top of the structural panel. The foundation base is fixed to the structural panel by steel pressure plates and bolts. A set of support frame base sections with base steel plates are welded onto the base base. Then, the remaining support frame base sections without base steel plates are installed vertically with bolts in sequence. Finally, another set of support frame base sections with base steel plates are installed backwards onto the support frame base sections that have been installed vertically. Thus, all the support frame base sections together form a support frame with base steel plates at both ends in the vertical direction. A support beam is then welded to the top of the support frame, and a welded steel plate is welded to the middle of the support beam. A first steel pipe is welded to the middle of the welded steel plate. A second steel pipe is connected to the end of the first steel pipe away from the welded steel plate through a fastening sleeve. A steel plate base is welded to the end of the second steel pipe away from the first steel pipe. A stiffening rib is welded on the steel plate base. The stiffening rib supports a semi-circular groove. A rubber pad is provided between the semi-circular groove and the spatial structure, and the semi-circular groove is fitted with a socket bolt to tighten against the spatial structure.

4. The construction method of the emergency component for a space structure according to claim 3, characterized in that, Sending a first control command, the first control command including a command to control the display to show the installation position coordinates and quantity of the support frame foundation sections, to instruct construction personnel to carry out construction according to the information displayed on the display, and further including: After the support frame is fully installed, a view of the entire support frame is obtained through a vision transmission component. The obtained view is then subjected to a vertical parallelism check. If the parallelism check range is less than 13°, a pass / fail message is output, which guides the construction personnel to continue construction. If the parallelism check range is not less than 13°, a fail / fail message is output, and areas with a parallelism of not less than 13° are marked. The marked areas are displayed on a control monitor, and the fail / fail message guides the construction personnel to adjust the marked areas.

5. A device for an emergency component of a space structure, characterized in that, include: The first acquisition module is used to acquire the design parameters of the spatial structure, the ultimate bearing capacity of the support frame foundation section, and the survey information of the pre-installation location. The design parameters include the installation height of the spatial structure and the base pressure, and the survey information includes soil characteristic information within the location coordinate range of the pre-installation location. The first calculation module is used to calculate the minimum number of support frame base sections required based on the installation height of the spatial structure and the standard height of the support frame base section, wherein the minimum number is not less than 2, and output first information, which is used to guide the manufacturer to produce the support frame base section and weld the base steel plates of the two sets of support frame base sections. The first judgment module is used to determine the relationship between the base pressure of the spatial structure and the ultimate bearing capacity of the support frame foundation section. If the base pressure of the spatial structure is less than 90% of the ultimate bearing capacity of the support frame foundation section, a first result is output. The first result is used to remind the construction personnel that the support frame foundation section can be used for installation. If the base pressure of the spatial structure is not less than 90% of the ultimate bearing capacity of the support frame foundation section, a second result is output. The second result is used to guide the construction personnel to strengthen the support frame foundation section. After the support frame foundation section is strengthened, the base pressure of the strengthened support frame foundation section and the base pressure of the spatial structure are judged again until the first result is output. The second judgment module is used to judge the soil feature information within the coordinate range of the pre-installation location. If the horizontality of the pre-installation location is not greater than 20°, a third result is output. The third result is used to remind the construction personnel that the installation can be carried out at the pre-installation location. If the horizontality of the pre-installation location is greater than 20°, a fourth result is output. The fourth result is used to remind the construction personnel to fill the soil at the pre-installation location until the third result is output. The first control module is used to send a first control command, which includes a command to control the display to show the installation position coordinates and quantity of the support frame foundation section, so as to instruct the construction personnel to carry out construction according to the information displayed on the display.

6. The device for an emergency component of a space structure according to claim 5, characterized in that, Also includes: The second acquisition module is used to send the calculated height standard and ultimate bearing capacity standard of the support frame foundation section to the manufacturer, and the manufacturer produces the support frame foundation section according to the acquired height standard and ultimate bearing capacity standard. The third acquisition module is used to acquire the actual height and actual ultimate bearing capacity of the fabricated support frame foundation section uploaded by the manufacturer's staff. The first comparison module is used to compare the actual height and actual ultimate bearing capacity of the support frame foundation section with the height standard and ultimate bearing capacity standard of the support frame foundation section, and to obtain the first manufacturing error. The third judgment module is used to determine whether the first manufacturing error meets the requirements. If it does, it sends a second control command. The second control command includes a command to control the display to show that the support frame foundation section has passed the inspection and can be installed on site.

7. The device for an emergency component of a space structure according to claim 5, characterized in that, Also includes: The fourth acquisition module is used to obtain a view of the entire support frame through the vision transmission component after the support frame is installed. The fourth judgment module is used to perform vertical parallelism detection on the acquired view. If the obtained parallelism detection range is less than 13°, qualified information is output. The qualified information is used to guide the construction personnel to continue construction. If the obtained parallelism detection range is not less than 13°, unqualified information is output, and the areas where the detected parallelism is not less than 13° are marked. The marked areas are displayed through the control display. The unqualified information is used to guide the construction personnel to adjust the marked areas.

8. A device for an emergency component of a space structure, characterized in that, include: Memory, used to store computer programs; A processor, configured to execute the computer program to implement the steps of the construction method for the emergency component of the space structure as described in any one of claims 1 to 4.

9. A readable storage medium for an emergency space structure component, characterized in that, The readable storage medium stores a computer program that, when executed by a processor, implements the steps of the construction method for the emergency component of the space structure as described in any one of claims 1 to 4.

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