A fully automated building construction robot system

Abstract

This utility model discloses a fully automated building construction robot system, including a steel platform system, a protective net system, an external wall formwork retraction system, an internal wall formwork retraction system, a template system, and a support and lifting system. The steel platform system is fixedly installed on top of the support and lifting system, which is located within the concrete structure. The template system includes external wall templates and internal wall templates, both of which are slidably installed on the bottom of the steel platform system. The external wall templates are located on the outside of the concrete structure. This utility model realizes the automation and intelligence of building construction, significantly improving construction efficiency and shortening the construction cycle. This utility model reduces the intensity of manual labor, reduces reliance on manpower, and alleviates the labor shortage problem in the construction industry. This utility model improves construction quality and precision, reducing the impact of human factors on construction quality. This utility model enhances construction safety and reduces safety risks at the construction site.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically a fully automated building construction robot system. Background Technology

[0002] Currently, the construction industry relies heavily on manual labor, which leads to problems such as high labor intensity, low construction efficiency, high safety risks, and long construction periods. Furthermore, traditional construction methods also have limitations in terms of quality control and environmental protection.

[0003] The current shortcomings of conventional products used on construction sites include:

[0004] 1. Conventional building construction machines are designed specifically for a certain structure, and their versatility is poor and they are difficult to deal with complex structures.

[0005] 2. Conventional building construction machines can only complete a single process and cannot achieve multi-process integrated operation, resulting in interruption of the construction process and limited efficiency improvement.

[0006] 3. Conventional building construction machines use fewer support points and large-tonnage hydraulic cylinders for lifting operations. Relying solely on the stability of the hydraulic cylinders cannot meet the overall stability requirements of the steel platform, posing a safety hazard.

[0007] 4. Conventional building machines have complex structures and high construction costs, making them difficult for small and medium-sized construction companies to afford. They also have long investment return cycles and are not economically viable, especially in small-scale projects, thus hindering their widespread adoption.

[0008] Therefore, developing a building construction robot system capable of automating building construction is of significant practical importance. Utility Model Content

[0009] The purpose of this invention is to provide a fully automated building construction robot system to solve the problems mentioned in the background art.

[0010] To achieve the above objectives, this utility model provides the following technical solution:

[0011] A fully automated building construction robot system includes a steel platform system, a protective net system, an exterior wall formwork assembly system, an interior wall formwork assembly system, a template system, and a support and lifting system. The steel platform system is fixedly installed on top of the support and lifting system, which is located within the concrete structure. The template system includes exterior wall templates and interior wall templates, both of which are slidably installed on the bottom of the steel platform system. The exterior wall templates are located on the outside of the concrete structure, and the interior wall templates are located on the inside of the concrete structure. The formwork closing system is installed at the bottom of the steel platform system and is used to drive the exterior wall formwork. The interior wall formwork closing system is located inside the concrete structure and is connected to the interior wall formwork via transmission. Multiple upper box beams are fixedly installed at the bottom of the support lifting system. Multiple second hydraulic cylinders are fixedly installed on the support lifting system. The push rod end of the second hydraulic cylinder is fixedly connected to the lower box beam. The lower box beam is located below the upper box beam. Anti-fall swing blocks are rotatably installed on both the upper and lower box beams. Multiple sets of slots adapted to the anti-fall swing blocks are provided on the inner wall of each layer of concrete structure.

[0012] As a further embodiment of this utility model: the supporting lifting system includes multiple hydraulic cylinder brackets that are fixedly connected to each other by connecting rods, the second hydraulic cylinder is fixedly installed in the corresponding second hydraulic cylinder, the upper box beam is fixedly connected to the connecting rods, and an inner operating platform is fixedly installed on the connecting rods.

[0013] As a further embodiment of this utility model: multiple second top wall wheels are installed on the outer walls of both the upper and lower box beams, and the second top wall wheels are in contact with the inner wall of the concrete structure.

[0014] As a further embodiment of this utility model: the steel platform system includes a frame truss, a steel scaffold board is fixedly installed on the upper surface of the frame truss, a hollowed-out treadmill is fixedly installed on the upper surface of the frame truss corresponding to the concrete structure, a plurality of secondary trusses are fixedly installed on the inner side of the frame truss, and a plurality of main trusses are fixedly installed at the bottom of the frame truss.

[0015] As a further embodiment of this utility model: the protective net system includes several parallel and fixedly connected uprights, on which protective netting panels are fixedly installed. Scaffolding board supports are provided on the outer walls of the uprights, and scaffolding boards are placed on the scaffolding board supports. A first wall-mounting wheel is provided at the end of the scaffolding board away from the upright, and the first wall-mounting wheel is in contact with the outer wall of the concrete structure. Multiple anti-tilting bars are fixedly installed on the outer wall of the frame truss, and the anti-tilting bars are fixedly connected to the corresponding uprights.

[0016] As a further embodiment of this utility model: the exterior wall formwork retraction system includes a first hydraulic cylinder installed at the bottom of the steel platform system, a first pulley assembly is installed at the push rod end of the first hydraulic cylinder, and the first pulley assembly is slidably connected to the corresponding main truss or secondary truss. A template truss is fixedly installed at the bottom of the first pulley assembly, and the exterior wall template is fixedly connected to the corresponding template truss.

[0017] As a further embodiment of this utility model: the inner wall formwork retraction system includes multiple corner formwork telescopic mechanisms driven by a geared motor, the corner formwork telescopic mechanism is connected to a corner formwork and a corner mold, and the end of the inner wall formwork is fixedly connected to the corresponding corner mold.

[0018] As a further embodiment of this utility model: both the exterior wall formwork and the interior wall formwork include a conversion beam, and a second pulley assembly is installed on the top of each conversion beam. The second pulley assembly is adapted to the main truss and the secondary truss. Several templates are connected to the bottom of the conversion beam through a template conversion component, and adjacent templates are fixedly connected by the cooperation of back ribs, flat bolts and bolt assemblies.

[0019] Compared with the prior art, the beneficial effects of this utility model are:

[0020] This invention achieves automation and intelligence in building construction, significantly improving construction efficiency and shortening the construction cycle; it reduces the intensity of manual labor, decreases reliance on manpower, and alleviates the labor shortage problem in the construction industry; it improves construction quality and precision, reducing the impact of human factors on construction quality; it enhances construction safety and reduces safety risks at the construction site; it reduces construction waste and environmental pollution, conforming to the development concept of green building; and it can operate continuously for 24 hours a day, unaffected by weather and environmental conditions. Attached Figure Description

[0021] Figure 1 This is a schematic diagram of the structure of this utility model.

[0022] Figure 2 This is a structural schematic diagram of the steel platform system in this utility model.

[0023] Figure 3 This is a schematic diagram of the end structure of the main truss and secondary truss in this utility model.

[0024] Figure 4 This is a schematic diagram of the protective netting system in this utility model.

[0025] Figure 5 This is a structural schematic diagram of the steel scaffolding connector in this utility model.

[0026] Figure 6This is a schematic diagram of the structure of the scaffolding support component in this utility model.

[0027] Figure 7 This is a schematic diagram of the structure of the first top wall wheel in this utility model.

[0028] Figure 8 This is a schematic diagram of the mold closing state of the exterior wall formwork retraction and closing system in this utility model.

[0029] Figure 9 This is a schematic diagram of the formwork removal state of the exterior wall formwork removal system in this utility model.

[0030] Figure 10 This is a schematic diagram of the mold closing state of the inner wall mold closing system in this utility model.

[0031] Figure 11 This is a schematic diagram of the demolding state of the inner wall demolding system in this utility model.

[0032] Figure 12 This is a schematic diagram of the template system in this utility model.

[0033] Figure 13 This is a schematic diagram of the structure of the second pulley assembly in this utility model.

[0034] Figure 14 This is a schematic diagram of the supporting lifting system in this utility model.

[0035] Figure 15 This is a schematic diagram of the lower box girder in this utility model.

[0036] Figure 16 This is a schematic diagram of the lifting process of the supporting lifting system in this utility model.

[0037] The system includes: 1. Steel platform system; 2. Protective netting system; 3. External wall formwork retraction system; 4. Internal wall formwork retraction system; 5. Formwork system; 6. Support and lifting system; 7. Main truss; 8. Secondary truss; 9. Frame truss; 10. Steel plank; 11. Hollowed-out treadle; 12. Anti-tilting bar; 13. Steel plank connector; 14. Upright; 15. Protective netting; 16. Scaffold board; 17. First top wall wheel; 18. Scaffold board support; 19. First hydraulic cylinder; 20. First pulley assembly; 21. Formwork truss; 22. External wall formwork; 23. Internal wall formwork; 24. Gear motor; 25. Corner mold; 26. Corner mold; 27. Second pulley assembly; 28. Transfer beam; 29. ​​Formwork transfer component; 30. Formwork; 31. Back rib; 32. Flat bolt; 33. Hydraulic cylinder bracket; 34. Second hydraulic cylinder; 35. Upper box beam; 36. Lower box beam; 37. Connecting rod; 38. Internal operating platform; 39. Second top wall wheel; 40. Anti-fall swing block; 41. Concrete structure. Detailed Implementation

[0038] To make the technical problem to be solved, the technical solution, and the beneficial effects of this utility model clearer, the present utility model will be further described in detail below with reference to the embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present utility model and are not intended to limit the present utility model.

[0039] It should be noted that when a component is referred to as being "fixed to" or "set on" another component, it can be directly on or indirectly on that other component. When a component is referred to as being "connected to" another component, it can be directly connected to or indirectly connected to that other component.

[0040] It should be understood that the terms "upper", "lower", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", and "outer" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation in the specification, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0041] Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature.

[0042] Please see Figures 1-16In this embodiment of the present invention, a fully automated building construction robot system includes a steel platform system 1, a protective net system 2, an external wall formwork closure system 3, an internal wall formwork closure system 4, a template system 5, and a support and lifting system 6. The steel platform system 1 is fixedly installed on top of the support and lifting system 6, and the support and lifting system 6 is located inside the concrete structure 41. The template system 5 includes an external wall template 22 and an internal wall template 23, both of which are slidably installed on the bottom of the steel platform system 1. The external wall template 22 is located on the outside of the concrete structure 41, and the internal wall template 23 is located on the inside of the concrete structure 41. The external wall formwork closure system 3 is installed on the steel platform system. The bottom of the inner wall formwork 22 is used to drive the outer wall formwork 22. The inner wall formwork 4 is located inside the concrete structure 41 and is connected to the inner wall formwork 23. The bottom of the support lifting system 6 is fixedly installed with multiple upper box beams 35. Multiple second hydraulic cylinders 34 are fixedly installed on the support lifting system 6. The push rod end of the second hydraulic cylinder 34 is fixedly connected to the lower box beam 36. The lower box beam 36 is located below the upper box beam 35. Anti-fall swing blocks 40 are rotatably installed on both the upper box beam 35 and the lower box beam 36. Tension springs or torsion springs for resetting the anti-fall swing blocks 20 are also installed in the upper box beam 35 and the lower box beam 36. The inner wall of each layer of concrete structure 41 is provided with multiple sets of slots that are compatible with the anti-fall swing blocks 40.

[0043] By adopting the above-described solution, this utility model, in use, such as Figure 16 As shown, the anti-fall swing block 40, in cooperation with the slot, can support the upper box beam 35 and the lower box beam 36 within the concrete structure 41. When the second hydraulic cylinder 34 is activated to drive the steel platform system 1 to move upward relative to the lower box beam 36, it will drive the upper box beam 35 to move upward. When the upper box beam 35 moves a certain distance and aligns with the corresponding slot, so that the anti-fall swing block 20 on the upper box beam 35 is aligned with the slot, the second hydraulic cylinder 34 is retracted, which can drive the lower box beam 36 to move upward. When the anti-fall swing block 30 on the lower box beam 36 is aligned again and inserted into the corresponding slot, the second hydraulic cylinder 34 is activated to extend, which can lift the steel platform system again, so that the building robot system can be lifted upward along with the construction of the concrete structure 41, so that the outer wall formwork closure system 3 and the inner wall formwork closure system 4 can close the outer wall formwork 22 and the inner wall formwork 23, thereby realizing the construction of the concrete structure 41.

[0044] Specific combination Figure 1 and Figure 14 The supporting lifting system 6 includes multiple hydraulic cylinder brackets 33 that are fixedly connected to each other by connecting rods 37. The second hydraulic cylinder 34 is fixedly installed in the corresponding second hydraulic cylinder 34. The upper box beam 35 is fixedly connected to the connecting rods 37. An inner operating platform 38 is fixedly installed on the connecting rods 37.

[0045] Specifically, the top of the hydraulic cylinder bracket 33 supporting the lifting system 6 is connected to the steel platform system 1, and the bottom is connected to the top of the upper box beam 35, providing strong support for the stability of the entire lifting platform. The second hydraulic cylinder 34 supporting the lifting system 6 is connected to the upper box beam 34, and the platform is lifted by the extension and retraction of the second hydraulic cylinder 34. The upper box beam supporting the lifting system 6 is welded from two tubular steel sections, and flanges are set at the top and bottom, which are connected to the outer sleeves of the hydraulic cylinder bracket 33 and the second hydraulic cylinder 34, respectively. At the same time, anti-fall swing blocks 40 are set on both sides of the upper box beam 35 and the lower box beam 36. When the platform rises, the anti-fall swing blocks 40 retract. After the platform rises to the required position, the platform falls back, and the anti-fall swing blocks 40 contact the pre-reserved slots on the concrete structure 41, so that the force on the platform is transferred to the concrete structure 41. The upper box beam 35 and the lower box beam 36 are equipped with second top wall wheels 39 on both sides and sides, which can play a guiding and limiting role during the lifting and lowering process to ensure the stability of the building construction robot system.

[0046] Specific combination Figure 2-7 In one embodiment of the present invention, the steel platform system 1 includes a frame truss 9, a steel scaffolding 10 is fixedly installed on the upper surface of the frame truss 9, a hollowed-out treadmill 11 is fixedly installed on the upper surface of the frame truss 9 at the corresponding position of the concrete structure 41, a plurality of secondary trusses 8 are fixedly installed on the inner side of the frame truss 9, and a plurality of main trusses 7 are fixedly installed at the bottom of the frame truss 9.

[0047] Furthermore, the protective net system 2 includes several parallel and fixedly connected uprights 14. Protective net panels 15 are fixedly installed on the uprights 14. Scaffolding board supports 18 are provided on the outer wall of the uprights 14. Scaffolding boards 16 are placed on the scaffolding board supports 18. A first wall-mounting wheel 17 is provided at the end of the scaffolding board 16 away from the uprights 14. The first wall-mounting wheel 17 is in contact with the outer wall of the concrete structure 41. Multiple anti-tilting bars 12 are fixedly installed on the outer wall of the frame truss 9. The anti-tilting bars 12 are fixedly connected to the corresponding uprights 14.

[0048] Specifically, the steel platform system 1 consists of a main truss 7, a secondary truss 8, a frame truss 9, a steel scaffolding 10, and a hollowed-out treadmill 11. The main truss 7 and the secondary truss 8 are both welded together from double H-beams, which can effectively ensure the rigidity of the steel platform system 1. The ends of the main truss 7 and the secondary truss 8 are welded with connecting plates to make the structure more stable. The frame truss 9 of the steel platform system 1 is made of square tubing and has several holes drilled at corresponding positions to install anti-tilting bars 12, thereby connecting the uprights 14 at different positions.

[0049] The steel scaffolding 10 of the steel platform system 1 is formed by roll forming of standard profiles, which is simple, efficient, rigid and not easily deformed. The connection between the steel scaffolding 10 and the frame truss 9 is made by steel scaffolding connector 13, which can be bolt and nut assembly or clamp assembly, etc.

[0050] The hollowed-out treads 11 of the steel platform system 1 have a hollowed-out structure, which makes it easy for the steel bars to pass through the grid of the hollowed-out treads 11. The hollowed-out treads 11 are made of fiberglass, which is lightweight, strong and convenient for on-site construction.

[0051] The bottom of the anti-tilt bar 12 of the steel platform system 1 is connected to the square tube of the frame truss 9, and the side is connected to the upright 14, so that the upright 14 and the frame truss 9 form a whole, so as to effectively ensure that the upright 14 does not tilt.

[0052] The protective netting system 2 consists of scaffold boards 16, uprights 14, protective netting panels 15, and a first top wall wheel 17. The scaffold boards 16 of the protective netting system 2 adopt a modular design concept and are welded from angle steel and patterned steel plates. They are simple to manufacture, lightweight, and convenient for later turnover, maintenance, and surface treatment. The uprights 14 of the protective netting system 2 are made of large-section square tubes, which have high rigidity and can effectively resist deformation. The uprights are drilled with several holes at the corresponding positions to install the netting connectors and anti-tilting rods 12 used to fix the protective netting panels 15. Scaffold board supports 18 are set at the square tubes at the bottom of the uprights 14. The scaffold boards 16 play a positioning and limiting role during installation, and can be installed by one worker, saving installation time. At the same time, it prevents the scaffold boards 16 from falling during installation and ensures construction safety.

[0053] The protective mesh panel 16 of the protective mesh system 2 adopts a modular design concept. It is made of square tubes and perforated steel mesh, which is simple to manufacture, lightweight, and easy to install.

[0054] The first top wall wheel 17 of the protective net system 2 is mainly used to prevent the upright 14 from tilting to the side of the first top wall wheel 17. During construction and lifting, the first top wall wheel 17 is always in contact with the first top wall wheel 17, which can effectively ensure that the protective net system 2 does not deform.

[0055] Specific combination Figure 8 and Figure 9 In one embodiment of the present invention, the external wall formwork system 3 includes a first hydraulic cylinder 19 installed at the bottom of the steel platform system 1. The push rod end of the first hydraulic cylinder 19 is equipped with a first pulley assembly 20, and the first pulley assembly 20 is slidably connected to the corresponding main truss 7 or secondary truss 8. The bottom of the first pulley assembly 20 is fixedly installed with a template truss 21, and the external wall template 22 is fixedly connected to the corresponding template truss 21.

[0056] The exterior wall formwork retraction and closure system realizes the retraction and closure of the exterior wall formwork 22 through the first hydraulic cylinder 19 and the corresponding control system. The push rod end of the first hydraulic cylinder 19 is connected to the first pulley assembly 20, and the cylinder body end of the first hydraulic cylinder 19 is connected to the steel platform system 1 through the support. When the first hydraulic cylinder 19 pushes out, the exterior wall formwork 22 retracts; when the first hydraulic cylinder 19 retracts, the exterior wall formwork 22 returns to its original position. Both retraction and closure are completed by the intelligent control system to ensure the dimensional accuracy of the retraction and closure of the exterior wall formwork 22. To ensure the overall rigidity of the exterior wall formwork 22, the exterior wall formwork 22 is equipped with a formwork truss 21 and a double pulley assembly.

[0057] Specific combination Figure 10 and Figure 11 In one embodiment of the present invention, the inner wall formwork system 4 includes a plurality of corner formwork telescopic mechanisms driven by a reduction motor 24. The reduction motor 24 consists of a motor and a reducer. The corner formwork telescopic mechanism is connected to a corner formwork 25 and a corner formwork 26. The end of the inner wall formwork 23 is fixedly connected to the corresponding corner formwork 26.

[0058] The inner wall formwork retraction system 4 is driven by a motor to rotate a reducer. The reducer is connected to the corner formwork telescopic mechanism, which causes the corner formwork 25 and the corner formwork 26 to move relative to each other. The corner formwork 26 and the inner wall formwork 23 are integrated into one design. Therefore, when the corner formwork 26 moves, the inner wall formwork 23 moves with the corner formwork 26, thereby realizing the retraction and closing of the inner wall formwork 23.

[0059] Specific combination Figure 12 and Figure 13 In one embodiment of this utility model, both the outer wall template 22 and the inner wall template 23 include a conversion beam 28. The top of the conversion beam 28 is equipped with a second pulley assembly 27. The second pulley assembly 27 is adapted to the main truss 7 and the secondary truss 8. The bottom of the conversion beam 28 is connected to several templates 30 through template conversion parts 29. Adjacent templates 30 are fixedly connected by the cooperation of back ribs 31, flat bolts 32 and bolt assemblies.

[0060] As can be seen from the above, the template system 5 consists of the second pulley assembly 27, the transfer beam 28, the template transfer component 29, the template 30, the back rib 31, and the flat bolt 32, etc.

[0061] The second pulley assembly 27 of the template system 5 rolls in contact with the main truss 7 and the secondary truss 8 of the steel platform system 1. The pulley is equipped with a bearing, which allows the pulley to rotate flexibly. The bottom of the second pulley assembly 27 is connected to the transfer beam 28 through a screw rod, so that when the pulley slides along the main truss 7 and the secondary truss 8, it drives the template 30 below to move.

[0062] The template 30 of the template system 5 can be made of different forms and materials. The modular templates 30 are assembled into a whole by bolts. The back ribs 31 of the template system 5 can be made of different forms and materials and are connected to the template 30 by flat bolts 32 and bolts.

[0063] Furthermore, this fully automated building construction robot system also includes an intelligent control system. All operations are automated, requiring no human intervention, which not only improves construction efficiency but also provides strong protection for construction safety. The intelligent control system can intelligently sense and automatically adjust deviations. Simultaneously, the system is equipped with intelligent monitoring and alarm devices, enabling 24 / 7 real-time monitoring to ensure construction safety.

[0064] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A fully automated building construction robot system, characterized in that: The system includes a steel platform system (1), a protective net system (2), an external wall formwork system (3), an internal wall formwork system (4), a formwork system (5), and a support and lifting system (6). The steel platform system (1) is fixedly installed on top of the support and lifting system (6), and the support and lifting system (6) is located inside the concrete structure (41). The formwork system (5) includes an external wall formwork (22) and an internal wall formwork (23). Both the external wall formwork (22) and the internal wall formwork (23) are slidably installed at the bottom of the steel platform system (1). The external wall formwork (22) is located on the outside of the concrete structure (41), and the internal wall formwork (23) is located on the inside of the concrete structure (41). The external wall formwork system (3) is installed on... The bottom of the steel platform system (1) is used to drive the outer wall formwork (22). The inner wall formwork system (4) is located inside the concrete structure (41) and is connected to the inner wall formwork (23) in a transmission manner. Multiple upper box beams (35) are fixedly installed at the bottom of the support lifting system (6). Multiple second hydraulic cylinders (34) are fixedly installed on the support lifting system (6). The push rod end of the second hydraulic cylinder (34) is fixedly connected to the lower box beam (36). The lower box beam (36) is located below the upper box beam (35). Anti-fall swing blocks (40) are rotatably installed on both the upper box beam (35) and the lower box beam (36). Multiple sets of slots that are compatible with the anti-fall swing blocks (40) are provided on the inner wall of each layer of concrete structure (41).

2. The fully automated building construction robot system according to claim 1, characterized in that: The supporting lifting system (6) includes multiple hydraulic cylinder brackets (33) that are fixedly connected to each other by connecting rods (37). The second hydraulic cylinder (34) is fixedly installed in the corresponding second hydraulic cylinder (34). The upper box beam (35) is fixedly connected to the connecting rod (37). An inner operating platform (38) is fixedly installed on the connecting rod (37).

3. The fully automated building construction robot system according to claim 1, characterized in that: Multiple second top wall wheels (39) are installed on the outer walls of the upper box girder (35) and the lower box girder (36), and the second top wall wheels (39) are in contact with the inner wall of the concrete structure (41).

4. The fully automated building construction robot system according to claim 1, characterized in that: The steel platform system (1) includes a frame truss (9), a steel scaffolding (10) is fixedly installed on the upper surface of the frame truss (9), a hollowed-out treadmill (11) is fixedly installed on the upper surface of the frame truss (9) at the corresponding position of the concrete structure (41), a number of secondary trusses (8) are fixedly installed on the inner side of the frame truss (9), and a number of main trusses (7) are fixedly installed at the bottom of the frame truss (9).

5. The fully automated building construction robot system according to claim 4, characterized in that: The protective net system (2) includes several parallel and fixedly connected uprights (14). Protective net panels (15) are fixedly installed on the uprights (14). Scaffold board supports (18) are provided on the outer wall of the uprights (14). Scaffold boards (16) are erected on the scaffold board supports (18). A first wall-mounting wheel (17) is provided at the end of the scaffold board (16) away from the uprights (14). The first wall-mounting wheel (17) is in contact with the outer wall of the concrete structure (41). Multiple anti-tilting bars (12) are fixedly installed on the outer wall of the frame truss (9). The anti-tilting bars (12) are fixedly connected to the corresponding uprights (14).

6. The fully automated building construction robot system according to claim 1, characterized in that: The external wall formwork system (3) includes a first hydraulic cylinder (19) installed at the bottom of the steel platform system (1). The push rod end of the first hydraulic cylinder (19) is equipped with a first pulley assembly (20), and the first pulley assembly (20) is slidably connected to the corresponding main truss (7) or secondary truss (8). The bottom of the first pulley assembly (20) is fixedly installed with a template truss (21), and the external wall template (22) is fixedly connected to the corresponding template truss (21).

7. The fully automated building construction robot system according to claim 1, characterized in that: The inner wall formwork system (4) includes multiple corner formwork telescopic mechanisms driven by a geared motor (24). The corner formwork telescopic mechanism is connected to a corner formwork (25) and a corner formwork (26). The end of the inner wall formwork (23) is fixedly connected to the corresponding corner formwork (26).

8. The fully automated building construction robot system according to claim 1, characterized in that: Both the exterior wall formwork (22) and the interior wall formwork (23) include a conversion beam (28). The top of the conversion beam (28) is equipped with a second pulley assembly (27). The second pulley assembly (27) is adapted to the main truss (7) and the secondary truss (8). The bottom of the conversion beam (28) is connected to several formworks (30) through a formwork conversion component (29). Adjacent formworks (30) are fixedly connected by the cooperation of back ribs (31), flat bolts (32) and bolt assemblies.

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