Super high-rise intelligent core tube outer protection operation platform device

Abstract

The invention belongs to the technical field of main body structure engineering construction, and particularly relates to a super high-rise intelligent core tube outer protection operation platform device which comprises a concrete core tube structure, a hydraulic climbing system is installed on the periphery of a shear wall of the concrete core tube structure in an attached mode, and a triangular supporting system is installed on the hydraulic climbing system. A frame body system is installed on the triangular supporting system through a platform beam system, a sliding formwork system is installed on the frame body system, and a plurality of embedded systems are arranged on the periphery of the shear wall of the concrete core tube structure; the protective operation platform device is formed by the pre-embedded system, the hydraulic climbing system, the sliding formwork system, the triangular support system, the platform beam system and the frame body system, and the systems can enable a formwork to climb along with the frame body system after one-time assembly is completed, so that the construction period for mounting and dismounting the formwork is shortened, the manual operation amount is reduced, and the working efficiency is improved. And the accuracy of template construction is improved.

Description

Technical Field

[0001] The invention belongs to the technical field of main structure engineering construction, and specifically is a super-high-rise intelligent core tube outer protection operation platform device. Background Art

[0002] In the design process of super-high-rise buildings, in order to meet functional requirements such as earthquake resistance and personnel transportation, there are often situations where the structural components are large in size, there are many shear walls, and there are many elevator shafts. As a result, there are a lot of construction materials and turnover materials, and the space for material stacking is tight.

[0003] With the development of my country's construction industry, the cantilever steel pipe scaffolding used in the external scaffolding of high-rise and super-high-rise buildings has been gradually replaced by the attached lifting scaffolding. However, the traditional attached lifting scaffolding does not allow the stacking of materials, and requires frequent lifting and transportation of materials, which has low efficiency and increased safety risks. Therefore, the present invention provides a super-high-rise intelligent core tube external protection operation platform device. Summary of the invention

[0004] In order to make up for the deficiencies of the prior art, at least one technical problem raised in the background technology is solved.

[0005] The technical solution adopted by the present invention to solve the technical problem is: a super-high-rise intelligent core tube outer protection operation platform device described in the present invention comprises a concrete core tube structure;

[0006] A hydraulic climbing system is attached and installed on the periphery of the shear wall of the concrete core tube structure, a triangular support system is installed on the hydraulic climbing system, a frame system is installed on the triangular support system through a platform beam system, a sliding formwork system is installed on the frame system, a plurality of embedded systems are arranged on the periphery of the shear wall of the concrete core tube structure, sliding guide rails and socket-type flaps are installed on the shear wall of the concrete core tube structure, and a guide rail tail support is arranged at the bottom of the sliding guide rail.

[0007] Preferably, the embedded system includes an embedded cone and a wall-attached support, and the wall-attached support is fixedly installed on the periphery of the shear wall of the concrete core tube structure through the embedded cone. The embedded cone is composed of an embedded plate, high-strength bolts and a climbing cone, and the horizontal distance between each two embedded cones should not exceed six meters.

[0008] Preferably, the hydraulic climbing system includes two anti-fall climbers and a hydraulic oil cylinder. The slide grooves provided on the anti-fall climbers slide in cooperation with the flanges of the sliding guide rails, and the hydraulic oil cylinder is provided with a hydraulic power access port.

[0009] Preferably, the triangular support system includes a crossbeam hook, a triangular support column, a wall-attached support rod, a triangular support crossbeam and a triangular support diagonal rod. The crossbeam hook is attached to the wall-attached support through a load-bearing pin and a limit pin. The wall-attached support rod is supported on a concrete core tube structure. The triangular support column, the triangular support crossbeam and the triangular support diagonal rod form a triangular stable structure.

[0010] Preferably, the platform beam system includes H-shaped steel and C-shaped steel, the H-shaped steel and the C-shaped steel are fixedly installed, and the H-shaped steel and the C-shaped steel are provided with external protective nets.

[0011] Preferably, the frame system includes a main platform, which is erected above the triangular bracing beam through H-shaped steel and C-shaped steel. One side of the concrete core tube structure is connected and installed with an upper platform, a steel bar operating platform, a formwork operating platform, a frame operating platform and a lower hanging platform in sequence from top to bottom through a platform beam structure.

[0012] Preferably, the sliding formwork system includes a combined large formwork, main back ribs, adjustable diagonal braces, sliding rails and gear pins. The sliding formwork system is arranged on the main platform. The sliding rails use the H-shaped steel at the bottom of the main platform as supports. The combined large formwork is installed on the sliding rails through the main back ribs and adjustable diagonal braces, and the position is fixed by gear pins. The adjustable diagonal braces are provided with an adjustment device for adjusting the verticality of the formwork.

[0013] Preferably, it also includes a reinforcement component, which is fixedly installed on the wall-attached support rod. The reinforcement component includes a fixing plate fixedly installed on the wall-attached support rod, and the fixing plate is provided with through-type threaded holes at the top and bottom. A threaded rod is threadedly connected to the threaded hole, one end of the threaded rod is fixedly connected to the reinforcement plate, and the reinforcement plate is provided with a through-type through hole.

[0014] The beneficial effects of the present invention are as follows:

[0015] 1. The ultra-high-rise intelligent core tube external protection operation platform device described in the present invention is composed of a pre-embedded system, a hydraulic climbing system, a sliding formwork system, a triangular support system, a platform beam system and a frame system to form the protection operation platform device, and these systems can make the formwork climb with the frame system after one assembly, thereby saving the construction period of installing and disassembling the formwork, reducing the amount of manual work, and improving the accuracy of formwork construction. At the same time, some operating platforms can be loaded with materials, effectively solving the problem of tight construction sites, reducing the load of vertical transportation machinery and equipment, and reducing the amount of manual handling input. The frame system and the edge opening protection and related functional systems are all made of steel materials. The anti-fall climber is equipped with ratchets and sliding guide rail blocks that alternately cooperate to ensure effective anti-falling, thereby realizing dynamic all-round safety protection. Therefore, the present invention improves the construction efficiency as a whole, improves safety performance, and improves the working environment.

[0016] 2. The ultra-high-rise intelligent core tube external protection operation platform device described in the present invention strengthens the support of the wall-attached support rod and the concrete core tube structure through the reinforcement component, and increases the support strength of the triangular support system. When the reinforcement component is used, the reinforcement plate can be rotated so that the reinforcement plate can be moved through the rotation of the threaded rod and the threaded hole, and the reinforcement plate can be moved to fit the concrete core tube structure for support, and can also be fixed to the concrete core tube structure through the through hole through the external reinforcement bolt, thereby making the connection support between the wall-attached support rod and the concrete core tube structure more stable. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The present invention will be further described below in conjunction with the accompanying drawings.

[0018] Figure 1 It is a schematic diagram of the planar structure of the present invention;

[0019] Figure 2 It is a side view structural schematic diagram of the present invention;

[0020] Figure 3 It is a schematic diagram of the structure of the frame system in the present invention;

[0021] Figure 4 It is a schematic diagram of the structure of the sliding template system in the present invention;

[0022] Figure 5 It is a schematic diagram of the structure of the triangular support system in the present invention;

[0023] Figure 6 It is a structural schematic diagram of the pre-buried system and the hydraulic climbing system in the present invention;

[0024] Figure 7 It is a schematic diagram of a partial cross-sectional enlarged structure of the reinforcement component in the present invention.

[0025] In the figure: 1. Hydraulic climbing system; 2. Triangular support system; 21. Crossbeam hook; 22. Triangular support column; 23. Wall support rod; 24. Triangular support beam; 25. Triangular support diagonal rod; 3. Sliding formwork system; 31. Combined large formwork; 32. Main back rib; 33. Adjustable diagonal brace; 34. Sliding track; 35. Gear pin; 4. Platform beam system; 41. H-shaped steel; 42. C-shaped steel; 43. External protective net; 5. Embedded system; 6. Sliding guide rail; 7. Socket-type flap ;8. Frame system;81. Upper platform;82. Rebar operating platform;83. Formwork operating platform;84. Main platform;85. Frame operating platform;86. Lower hanging platform;9. Fixed plate;10. Threaded rod;11. Embedded cone;12. Wall support;13. Concrete core tube structure;14. Hydraulic cylinder;141. Hydraulic power access port;15. Limit pin;16. Load-bearing pin;17. Anti-fall climber;18. Guide rail tail support;19. Through hole;20. Reinforcement plate. DETAILED DESCRIPTION

[0026] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with specific implementation methods.

[0027] Embodiment 1: Figures 1 to 6 As shown, a super-high-rise intelligent core tube outer protection operation platform device according to an embodiment of the present invention includes a concrete core tube structure 13;

[0028] A hydraulic climbing system 1 is attached and installed on the periphery of the shear wall of the concrete core tube structure 13, a triangular support system 2 is installed on the hydraulic climbing system 1, a frame system 8 is installed on the triangular support system 2 through a platform beam system 4, a sliding formwork system 3 is installed on the frame system 8, a plurality of embedded systems 5 are arranged on the periphery of the shear wall of the concrete core tube structure 13, a sliding guide rail 6 and a socket-type flap 7 are installed on the shear wall of the concrete core tube structure 13, and a guide rail tail support 18 is arranged at the bottom of the sliding guide rail 6; when working, through the embedded system 5, The hydraulic climbing system 1, the sliding formwork system 3, the triangular support system, the platform beam system 4 and the frame system 8 constitute the protective operating platform device, and these systems can make the formwork climb along with the frame system 8 after one assembly, thereby saving the construction period of installing and disassembling the formwork, reducing the amount of manual labor, and improving the accuracy of formwork construction. At the same time, some operating platforms in the frame system 8 can be loaded with materials, effectively solving the problem of tight construction sites, reducing the load of vertical transportation machinery and equipment, and reducing the amount of manual handling input. Therefore, the present invention improves the construction efficiency as a whole, improves safety performance, and improves the working environment.

[0029] The embedded system 5 includes an embedded cone 11 and a wall-attached support 12. The wall-attached support 12 is fixedly installed on the periphery of the shear wall of the concrete core tube structure 13 through the embedded cone 11. The embedded cone 11 is composed of an embedded plate, a high-strength bolt and a climbing cone. The horizontal spacing between every two embedded cones 11 should not exceed six meters. When working, the embedded system 5 adopts an embedded hanger, which is composed of a welded embedded plate, a high-strength bolt, a climbing cone, and a stress bolt. The wall-attached support 12 is fixedly attached to the periphery of the shear wall of the concrete core tube structure 13 through the embedded cone 11, and is used in conjunction with the load-bearing pin 16 and the limit pin 15 to assume the function of fixedly supporting the sliding guide rail 6 and the load-bearing tripod.

[0030] The hydraulic climbing system 1 includes two anti-fall climbers 17 and a hydraulic cylinder 14. The slide grooves provided on the anti-fall climbers 17 slide in cooperation with the flanges of the sliding guide rails 6. The hydraulic cylinder 14 is provided with a hydraulic power access port 141. When working, the power source of the hydraulic climbing system 1 adopts an external centralized pump station to provide power for the reciprocating motion of the hydraulic cylinder 14. The power unit is equipped with an independent electric control box. The centralized pump station has its own combined electric control system. The cylinder is installed on a load-bearing tripod through upper and lower reversing boxes. By changing the direction of the reversing device in the reversing box, the function conversion of the frame system 8 or the sliding guide rail 6 is realized. The hydraulic climbing system 1 is supported on the ladder stop of the sliding guide rail 6 through the anti-fall climber 17.

[0031] The triangular support system 2 includes a crossbeam hook 21, a triangular support column 22, a wall support rod 23, a triangular support crossbeam 24 and a triangular support diagonal rod 25. The crossbeam hook 21 is attached to the wall support 12 through a load-bearing pin 16 and a limit pin 15. The wall support rod 23 is supported on the concrete core tube structure 13. The triangular support column 22, the triangular support crossbeam 24 and the triangular support diagonal rod 25 form a triangular stable structure. When working, the crossbeam hook 21 is installed on the wall support 12 through the top of the triangular support column 22, a load-bearing pin 16 is arranged between the bottom of the crossbeam hook 21 and the wall support 12, and a limit pin 15 is arranged between the top of the crossbeam hook 21 and the wall support 12. At the same time, through the wall support rod 23 at the bottom of the triangular support column 22, the triangular support column 22 remains parallel to the outer shear wall of the concrete core tube structure 13, thereby realizing the anti-dumping of the frame.

[0032] The platform beam system 4 includes an H-shaped steel 41 and a C-shaped steel 42, which are fixedly installed with each other, and an outer protective net 43 is arranged on the H-shaped steel 41 and the C-shaped steel 42; when working, the outer protective net 43 is composed of a protective keel, a shaped steel plate mesh, U-shaped bolts, mesh hook bolts, etc. The protective keel is connected to the platform uprights or the square tube columns of the platform truss through the U-shaped bolts, and the shaped steel plate mesh is connected to the protective keel through the mesh hook bolts. In order to ensure that the outer facades of the protective mesh panels are on the same horizontal plane, a Z-shaped plate can be used as a transition connection.

[0033] The frame system 8 includes a main platform 84, which is erected above the triangular support beam 24 through H-shaped steel 41 and C-shaped steel 42. One side of the concrete core tube structure 13 is connected and installed with an upper platform 81, a steel bar operation platform 82, a template operation platform 83, a frame operation platform 85 and a lower hanging platform 86 in sequence from top to bottom through a platform beam structure; when working, the frame system 8 can provide a platform and support for the operation of other systems, and some operation platforms can be loaded with materials, effectively solving the problem of tight construction sites. At the same time, steel component materials are installed on the triangular support system to set an upper platform 81, a steel bar operation platform 82, a template operation platform 83, a main platform 84, a frame operation platform 85, and a lower hanging platform 86. Qualitative stairs and handrails are set between the platforms, and standardized railings are set at the edge openings. The facade is protected by an external protective net 43. A fully enclosed patterned steel plate walkway board is set at the bottom of each platform, and a socket-type flap 7 is set at the gap between each platform and the concrete core tube structure 13 to achieve three-dimensional safety protection.

[0034] The sliding template system 3 includes a combined large template 31, a main back rib 32, an adjustable diagonal brace 33, a sliding track 34 and a gear pin 35. The sliding template system 3 is arranged on the main platform 84. The sliding track 34 uses the H-shaped steel 41 at the bottom of the main platform 84 as a support. The combined large template 31 is installed on the sliding track 34 through the main back rib 32 and the adjustable diagonal brace 33, and the position is fixed by the gear pin 35. The adjustable diagonal brace 33 is provided with an adjustment device for adjusting the verticality of the template; when working, the combined large template 31 can use aluminum molds, steel molds, The wooden formwork is configured with a height according to the standard floor height of the structure, and the formwork is removed after the lower concrete core tube structure 13 reaches the strength. The combined large formwork 31 is separated from the concrete wall by adjusting the adjustable diagonal brace 33 on the sliding formwork system 3, and the gear pin 35 is adjusted to move the combined large formwork 31 backward along the sliding track 34. At the same time, the combined large formwork 31 is installed to the template vertical back rib bracket through the template horizontal back rib and back rib fastener of the main back rib 32, and is installed on the sliding track 34 through the adjustable diagonal brace 33 and the template vertical back rib bracket, and the mold closing and demolding are realized through the gear pin 35.

[0035] Embodiment 2: Figure 7As shown, compared with Example 1, another embodiment of the present invention is: it also includes a reinforcement component, the reinforcement component is fixedly installed on the wall-attached support rod 23, the reinforcement component includes a fixing plate 9 fixedly installed on the wall-attached support rod 23, and the fixing plate 9 is provided with through-type threaded holes at the top and bottom, and the threaded hole is threadedly connected with a threaded rod 10, and one end of the threaded rod 10 is fixedly connected with a reinforcement plate 20, and a through-type through hole 19 is provided inside the reinforcement plate 20; when working, the support of the wall-attached support rod 23 and the concrete core tube structure 13 is reinforced by the reinforcement component, and the support strength of the triangular support system 2 is increased, when the reinforcement component is used, the reinforcement plate 20 can be rotated so that the reinforcement plate 20 is moved by the rotation of the threaded rod 10 and the threaded hole, and the reinforcement plate 20 can be moved to fit and support the concrete core tube structure 13, and can also be fixedly installed with the concrete core tube structure 13 by external reinforcement bolts passing through the through holes 19, so that the connection support between the wall-attached support rod 23 and the concrete core tube structure 13 is more stable.

[0036] Working principle: the hydraulic climbing system 1 is attached to the outer periphery of the shear wall of the concrete core tube structure 13, the triangular support system is installed on the hydraulic climbing system 1, the frame system 8 is installed on the triangular support system through the platform beam system 4, the sliding formwork system 3 is installed on the main platform 84, the construction of the platform beam system 4 and the installation of the outer protection net 43 and the socket-type flap 7 are in the conventional technology, so it will not be described in detail in this specification;

[0037] The embedded system 5 is attached to the outer periphery of the shear wall of the concrete core tube structure 13. According to the layout of the concrete core tube structure 13, the horizontal spacing of the embedded system 5 should not exceed six meters. Each embedded system 5 includes two embedded cones 11 and a wall support 12.

[0038] The hydraulic climbing device includes two anti-fall climbers 17 and a hydraulic cylinder 14. The embedded cone 11 is composed of an embedded plate, high-strength bolts, and a climbing cone. The sliding guide rail 6 is composed of an I-beam and a plurality of steel plate blocks. The steel plate blocks are welded to the short legs of the I-beam to form a whole. A guide rail tail support 18 is provided at the bottom of the sliding guide rail 6. The anti-fall climber 17 is provided with a slide groove to slide with the flange of the sliding guide rail 6. The built-in ratchet of the anti-fall climber 17 is alternately matched with the block of the sliding guide rail 6 to achieve effective anti-falling. The reversing lever of the anti-fall climber 17 is used to switch the guide rail lifting, frame climbing, and stop climbing states;

[0039] The triangular support system is composed of a crossbeam hook 21, a triangular support column 22, a wall support rod 23, a triangular support crossbeam 24, and a triangular support diagonal rod 25. The crossbeam hook 21 is attached to the wall support 12 through a load-bearing pin 16, and the wall support rod 23 is supported on the concrete core tube structure 13. The triangular support column 22, the triangular support crossbeam 24, and the triangular support diagonal rod 25 form a triangular stable structure. The main platform 84 is erected above the triangular support crossbeam 24 through H-shaped steel 41 and C-shaped steel 42, and the upper platform 81, the steel bar operating platform 82, the template operating platform 83, the frame operating platform 85 and the lower hanging platform 86 are connected and installed through the platform beam system 4;

[0040] The sliding formwork system 3 is arranged on the main platform 84. The sliding track 34 uses the H-shaped steel 41 at the bottom of the main platform 84 as a support. The combined large formwork 31 is installed on the sliding track 34 through the main back rib 32 and the adjustable diagonal brace 33, and the position is fixed by the gear pin 35. The adjustable diagonal brace 33 is provided with an adjustment device for adjusting the verticality of the formwork. The combined large formwork 31 can use aluminum formwork, steel formwork, and wooden formwork, and the height is configured according to the standard structure layer height;

[0041] The following steps are also included:

[0042] Step 1: After the lower concrete core tube structure 13 is cast, the steel bars of the upper concrete core tube structure 13 are tied, and the embedded cone 11 is fixed to the shear wall steel bars of the concrete core tube structure 13 to complete the embedded work;

[0043] Step 2: After the lower concrete core tube structure 13 reaches the required strength, the formwork is removed, and the combined large formwork 31 is separated from the concrete wall by adjusting the adjustable diagonal brace 33 on the sliding formwork system 3, and the gear pin 35 is adjusted to move the combined large formwork 31 backward along the sliding track 34;

[0044] Step 3: Install and fix the wall-mounted support 12 and the upper embedded cone 11;

[0045] Step 4: After the strength of the upper concrete core tube is greater than 10 MPa, the anti-fall climber 17 is moved, and the power is connected through the hydraulic power access port 141. The hydraulic cylinder 14 reciprocates and extends to lift the sliding guide rail 6 to the upper wall support 12, and restore the locking state of the anti-fall climber 17;

[0046] Step 5: Open the spigot-type flap 7, take out the limit pin 15, move the anti-fall climber 17, connect the power through the hydraulic power access port 141, the hydraulic cylinder 14 reciprocates and retracts, the frame system 8 starts to climb, and after the crossbeam hook 21 is separated from the wall support 12, take out the load-bearing pin 16, the frame system 8 climbs to the predetermined position of the upper layer, restores the locking state of the anti-fall climber 17, inserts the load-bearing pin 16 and the limit pin 15, closes the spigot-type flap 7, and completes the overall climbing work;

[0047] Step 6: After the reinforcement of the upper layer of concrete core tube structure 13 is tied, adjust the gear pin 35 so that the combined large template 31 slides to the outside of the concrete core tube structure 13 through the sliding track 34 to realize a closed template, adjust the verticality of the combined large template 31 through the adjustable diagonal brace 33, and cast the upper layer of concrete core tube structure 13.

[0048] The above-mentioned front, back, left, right, top and bottom are all based on the figures in the specification. Figure 1 As a benchmark, according to the person's observation perspective, the side of the device facing the observer is defined as the front, the left side of the observer is defined as the left, and so on.

[0049] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the scope of protection of the present invention.

[0050] The above shows and describes the basic principles, main features and advantages of the present invention. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments. The above embodiments and descriptions are only for explaining the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention may have various changes and improvements, which fall within the scope of the present invention. The scope of protection of the present invention is defined by the attached claims and their equivalents.

Claims

1. A super-high-rise intelligent core tube outer protection operation platform device, comprising a concrete core tube structure (13); Features: A hydraulic climbing system (1) is attached and installed on the periphery of the shear wall of the concrete core tube structure (13); a triangular support system (2) is installed on the hydraulic climbing system (1); a frame system (8) is installed on the triangular support system (2) through a platform beam system (4); a sliding formwork system (3) is installed on the frame system (8); a plurality of embedded systems (5) are arranged on the periphery of the shear wall of the concrete core tube structure (13); a sliding guide rail (6) and a socket-type flap (7) are installed on the shear wall of the concrete core tube structure (13); and a guide rail tail support (18) is arranged at the bottom of the sliding guide rail (6).

2. According to claim 1, a super-high-rise intelligent core tube outer protection operation platform device is characterized by: The embedded system (5) comprises an embedded cone (11) and a wall-attached support (12); the wall-attached support (12) is fixedly installed on the periphery of the shear wall of the embedded cone (11) and the concrete core tube structure (13); the embedded cone (11) is composed of an embedded plate, high-strength bolts and a climbing cone; and the horizontal distance between any two embedded cones (11) should not exceed six meters.

3. According to claim 2, a super-high-rise intelligent core tube outer protection operation platform device is characterized in that: The hydraulic climbing system (1) comprises two anti-fall climbers (17) and a hydraulic oil cylinder (14); the slide grooves provided on the anti-fall climbers (17) slide in cooperation with the flanges of the sliding guide rails (6); and the hydraulic oil cylinder (14) is provided with a hydraulic power access port (141).

4. According to claim 3, a super-high-rise intelligent core tube outer protection operation platform device is characterized in that: The triangular support system (2) comprises a crossbeam hook (21), a triangular support column (22), a wall-attached support rod (23), a triangular support crossbeam (24) and a triangular support diagonal rod (25); the crossbeam hook (21) is attached to a wall-attached support (12) via a load-bearing pin (16) and a limit pin (15); the wall-attached support rod (23) is supported on a concrete core tube structure (13); the triangular support column (22), the triangular support crossbeam (24) and the triangular support diagonal rod (25) form a triangular stable structure.

5. According to claim 4, a super-high-rise intelligent core tube outer protection operation platform device is characterized in that: The platform beam system (4) comprises an H-shaped steel (41) and a C-shaped steel (42), wherein the H-shaped steel (41) and the C-shaped steel (42) are fixedly installed, and an outer protective net (43) is arranged on the H-shaped steel (41) and the C-shaped steel (42).

6. According to claim 5, a super-high-rise intelligent core tube outer protection operation platform device is characterized in that: The frame system (8) comprises a main platform (84), and the main platform (84) is erected above the triangular support beam (24) through H-shaped steel (41) and C-shaped steel (42). One side of the concrete core tube structure (13) is connected and installed with an upper platform (81), a steel bar operation platform (82), a formwork operation platform (83), a frame operation platform (85) and a lower hanging platform (86) in sequence from top to bottom through a platform beam structure.

7. The super-high-rise intelligent core tube outer protection operation platform device according to claim 6 is characterized by: The sliding template system (3) comprises a combined large template (31), a main back rib (32), an adjustable diagonal brace (33), a sliding track (34) and a gear pin (35). The sliding template system (3) is arranged on a main platform (84). The sliding track (34) uses an H-shaped steel (41) at the bottom of the main platform (84) as a support. The combined large template (31) is installed on the sliding track (34) through the main back rib (32) and the adjustable diagonal brace (33), and the position is fixed by the gear pin (35). The adjustable diagonal brace (33) is provided with an adjustment device for adjusting the verticality of the template.

8. The super-high-rise intelligent core tube outer protection operation platform device according to claim 7 is characterized by: The invention also comprises a reinforcement component, wherein the reinforcement component is fixedly mounted on the wall-attached support rod (23), and the reinforcement component comprises a fixing plate (9) fixedly mounted on the wall-attached support rod (23), wherein the fixing plate (9) is provided with through-type threaded holes at the top and bottom, wherein a threaded rod (10) is threadedly connected to the inside of the threaded hole, wherein one end of the threaded rod (10) is fixedly connected to the reinforcement plate (20), and wherein the reinforcement plate (20) is provided with a through-type through hole (19).

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