Complex over-limit high-rise building containing high-position connection bodies and discontinuous local vertical components

Abstract

The invention belongs to the technical field of high-rise buildings, and discloses a complex over-limit high-rise building containing high-position connection bodies and discontinuous local vertical components, which comprises an outer frame, a core tube and a floor system structure for connecting the outer frame and the core tube, and further comprises an annular steel panel, a mounting plate, a mounting frame, a beam steel bar, a locking block and a locking mechanism, the annular steel panel is fixedly arranged on the core tube in a sleeving manner; the mounting plate and the side wall of the annular steel panel are integrally formed; the mounting frame is fixed to the side, away from the core tube, of the top of the mounting plate, the multiple beam steel bars are arranged, and grooves matched with the beam steel bars are formed in the mounting frame; the locking blocks sleeve the beam steel bars and are in threaded connection with the beam steel bars, the number of the locking blocks is equal to that of the beam steel bars, and the positions are in one-to-one correspondence; the locking mechanism is arranged on the mounting plate and used for synchronously locking the multiple locking blocks. The lateral displacement resistance and the overturning resistance of the complex over-limit high-rise building in a special structural form are improved, and it is ensured that force transmission among the outer frame, the core tube and the floor system structure is stable.

Description

Technical Field

[0001] This invention relates to the field of high-rise building technology, and in particular to a complex super-high-rise building with high-level interconnected structures and discontinuous vertical components in some areas. Background Technology

[0002] With the acceleration of urbanization, super high-rise buildings have been widely used due to their advantages such as high land utilization and strong functional integration. At the same time, in order to meet the diverse functional needs of commerce and offices and the innovation of architectural form, complex super high-rise buildings with high-level interconnections and discontinuous vertical components have gradually become a design hotspot. Such building structures break the traditional regular layout. The high-level interconnections need to realize the force transfer and collaborative work between multiple towers, and the discontinuity of local vertical components increases the complexity of structural stress, which puts forward higher requirements for the stability and connection reliability of the overall structure.

[0003] In the field of super high-rise building structures, the frame-core tube structure is one of the commonly used systems. For example, Chinese utility model patent with publication number CN222822506U discloses a frame-core tube super high-rise building structure with large column spacing and no corner columns, including an outer frame, a core tube, and a floor structure. The outer frame includes a large-span frame beam, a long cantilever beam, and several outer frame columns. The large-span frame beam and the long cantilever beam are rigidly connected to the outer frame columns to form a continuous beam. The radial secondary beams of the floor structure are hinged to the core tube and are rigidly or hinged to the large-span frame beam, the long cantilever beam, and the outer frame columns according to the stress requirements.

[0004] Regarding the aforementioned technologies, the inventors believe that the following defects exist: On the one hand, the connection strength between the floor structure and the outer frame and core tube is difficult to adapt to the special force transmission requirements of the high-level connected structure, and the problem of poor force transmission is prone to occur under the combined action of horizontal and vertical loads; on the other hand, during the installation of multiple beam steel bars, the firmness of a single connection is difficult to guarantee, and the consistency and efficiency of multiple installations are poor, resulting in insufficient overall structural connection reliability, which in turn affects the anti-lateral displacement and anti-overturning capabilities of complex super-high-rise buildings and fails to meet the structural safety design requirements. Summary of the Invention

[0005] To address the aforementioned problems, this invention provides a complex super-high-rise building with interconnected high-rise structures and discontinuous vertical components in some areas.

[0006] The above-mentioned technical objective of this invention is achieved through the following technical solution: a complex super-high-rise building containing high-level interconnected structures and locally discontinuous vertical components, including an outer frame, a core tube, and a floor structure connecting the outer frame and the core tube. The high-rise building also includes an annular steel panel, a mounting plate, a mounting frame, beam reinforcement, locking blocks, and a locking mechanism. The annular steel panel is fixedly sleeved on the core tube, and the mounting plate is integrally formed with the side wall of the annular steel panel. The mounting frame is fixed on the top of the mounting plate on the side away from the core tube. Multiple beam reinforcements are provided, and the mounting frame is provided with grooves that cooperate with the beam reinforcements. The locking blocks are sleeved on the beam reinforcements and threadedly connected to them. The number of locking blocks is equal to the number of beam reinforcements, and their positions correspond one-to-one. The locking mechanism is provided on the mounting plate and is used to lock multiple locking blocks simultaneously.

[0007] By adopting the above technical solution, the mounting frame cooperates with multiple beam reinforcements through grooves, ensuring the connection strength between the floor structure and the outer frame and core tube, and meeting the force transmission requirements of the high-level connected structure; the locking block is threadedly connected to the beam reinforcement and synchronously locked by the locking mechanism, which not only ensures the firmness of the connection of a single beam reinforcement, but also improves the consistency and efficiency of the installation of multiple beam reinforcements, effectively enhancing the connection reliability of the overall structure, thereby improving the resistance to lateral displacement and overturning of complex super-high-rise buildings under special structural forms, and ensuring the stability of force transmission between the outer frame, core tube and floor structure.

[0008] Furthermore, a threaded rod rotatably connected to the annular steel panel is provided through it, and a rotating block is fixed at the upper end of the threaded rod. The top of the rotating block is provided with an internal hexagonal groove. Both sides of the locking block are provided with cutting parts. The locking mechanism includes a locking component and a transmission component. The locking component includes a guide rod, an L-shaped plate, and a limiting plate. Two guide rods are fixed to the annular steel panel. The guide rods pass through the horizontal section of the L-shaped plate and are slidably engaged. The threaded rod passes through the horizontal section of the L-shaped plate and is threadedly connected. Multiple limiting plates are fixed to the vertical section of the L-shaped plate. The limiting plates and locking blocks are alternately arranged, and the cutting parts on both sides of the locking block are respectively attached to the side of the two adjacent limiting plates that are close to each other. The transmission component presses the top of the beam reinforcement during the descent of the L-shaped plate.

[0009] Using the above technical solution, after the worker inserts the beam rebar with locking block into the groove of the installation frame, the worker can use a hex wrench that matches the internal hex socket to rotate the threaded rod. Since the threaded rod is threadedly connected to the horizontal section of the L-shaped plate, and the guide rod is slidably engaged with the horizontal section of the L-shaped plate, the L-shaped plate and the limiting plate can be raised and lowered. During this process, the transmission component gradually presses the top of the beam rebar, ensuring the installation efficiency of multiple beam rebars and their stability in later use.

[0010] Furthermore, the transmission assembly is provided in two sets and symmetrically arranged. The transmission assembly includes a fixed plate, a swing plate, a traction rod, a parallel rod, and a connecting plate. The fixed plate is fixed to the top of the mounting plate, and one side of the fixed plate is in contact with the cut part on the adjacent locking block. The swing plate is hinged to the fixed plate, and a transmission rod is fixed together on multiple limiting plates. A slot is provided through the swing plate to slide with the transmission rod. The traction rod and the parallel rod are both hinged to the swing plate, and the connecting plate is hinged to both the traction rod and the parallel rod. The hinge points between the traction rod and the swing plate, the parallel rod and the swing plate, the connecting plate and the traction rod, and the connecting plate and the parallel rod form the four corner points of a parallelogram. A pressure plate is fixed together on the two connecting plates, and a slot is provided at the bottom of the pressure plate for the top of the beam reinforcement to engage.

[0011] Using the above technical solution, when the limiting plate rises and falls with the L-shaped plate, the transmission rod fixed on the limiting plate will slide along the slot of the swing plate, causing the swing plate to swing around its hinge point with the fixed plate. Since the traction rod and the parallel rod are both hinged to the swing plate and the connecting plate, forming a parallelogram structure, the connecting plate and the pressure plate will adapt to the swing plate during the swing process. During this process, the staff needs to press down the pressure plate until the beam reinforcement is clamped in the slot of the pressure plate and the groove of the mounting frame, ensuring the stability of the connection between the beam reinforcement and the mounting frame, and thus ensuring the stability of the high-rise building consisting of components such as the core tube, the annular steel panel, the mounting plate, the mounting frame, the beam reinforcement and the locking mechanism.

[0012] Furthermore, the side wall of the pressure plate near the core tube is provided with a backstop groove that communicates with the slot. The backstop groove is provided with wave-shaped locking teeth distributed around the slot. The end of the locking block away from the core tube is provided with a wave-shaped groove that engages with the wave-shaped locking teeth.

[0013] By adopting the above technical solution, when the pressure plate presses the top of the beam reinforcement under the drive of the transmission component, and the beam reinforcement is engaged in the slot, the wave-shaped locking teeth distributed around the slot on the anti-reverse groove engage with the wave-shaped groove of the locking block, effectively restricting the backward movement and rotation of the locking block away from the core tube, further strengthening the connection between the locking block and the beam reinforcement, making the fixation between the beam reinforcement and the mounting frame and pressure plate more reliable, thereby ensuring the structural stability of the high-rise building composed of components such as the core tube and the annular steel panel.

[0014] Furthermore, a first gear is fixedly sleeved on the hinge shaft between the swing plate and the fixed plate, and a second gear is fixedly sleeved on the hinge shaft between the swing plate and the traction rod, and the second gear meshes with the first gear.

[0015] Using the above technical solution, when the swing plate swings around the hinge axis between itself and the fixed plate, the first gear fixed on the hinge axis will rotate synchronously, thereby driving the second gear meshing with it to rotate. The second gear is fixed on the hinge axis between the swing plate and the traction rod, so that the swing of the traction rod and the movement of the swing plate are linked. This makes the connecting plate and the pressure plate swing synchronously around the hinge axis between the traction rod and the swing plate. When the corner of the bottom of the pressure plate away from the core tube abuts against the top of the mounting plate, the pressure plate gradually straightens until the groove at the bottom of the pressure plate abuts against the top of the beam reinforcement. At this point, the bottom of the pressure plate fits against the top of the mounting plate, so that the groove on the pressure plate matches the groove on the top of the mounting frame and ensures the stability of the beam reinforcement during use.

[0016] Furthermore, the number of the first gear and the number of the second gear are equal to the number of the swing plates, and both the first gear and the second gear are located on the side of the swing plate away from the center of the mounting plate.

[0017] By adopting the above technical solution, a first gear and a second gear are arranged on both sides of the mounting plate, which ensures the stability of the pressure plate during the movement of the swing plate.

[0018] Furthermore, the bottom surface of the limiting plate is flush with the top surface of the annular steel panel. When the bottom surface of the limiting plate abuts against the top surface of the mounting plate, the bottom surface of the pressure plate also abuts against the top surface of the mounting plate.

[0019] The above technical solution ensures the consistency and reliability of beam reinforcement fixing, which is conducive to ensuring the stability of the overall structure.

[0020] Furthermore, the mounting frame, beam reinforcement, locking block, and locking mechanism are all provided in two sets, and are mirror images of the mounting plate. The threaded rod is provided with an external thread that connects to the L-shaped plate body below the mounting plate.

[0021] By adopting the above technical solution, when the staff rotates the threaded rod through the internal hexagonal slot, the external thread on the threaded rod is connected to the L-shaped plate below the mounting plate. Furthermore, the mounting frame, beam reinforcement, locking block, and locking mechanism are all set in two sets mirror images of the mounting plate. This causes the two sets of locking mechanisms to move synchronously, enabling the two sets of beam reinforcement to be installed and fixed simultaneously. This ensures the symmetry and reliability of the beam reinforcement connection, thereby improving the overall stability of the high-rise building structure.

[0022] Furthermore, a horizontal plate parallel to the mounting plate is fixed to the end of the guide rod, and a threaded rod passes through the horizontal plate and is clearance-fitted with it.

[0023] By adopting the above technical solution, the horizontal plate effectively limits the movement of the L-shaped plate, reducing the probability of the L-shaped plate slipping off the guide rod and threaded rod, and ensuring the reliability of the device operation.

[0024] Furthermore, a first reinforcing rib is fixed on the annular steel panel, and one side of the first reinforcing rib is connected to the outer wall of the core tube; a second reinforcing rib is fixed on the side of the mounting frame away from the core tube, and the bottom of the second reinforcing rib is fixed to the top of the mounting plate.

[0025] By adopting the above technical solution, the first reinforcing rib on the annular steel panel is connected to the outer wall of the core tube, which effectively enhances the connection strength and structural rigidity between the annular steel panel and the core tube; the second reinforcing rib on one side of the mounting frame is fixed to the top of the mounting plate, which improves the connection stability between the mounting frame and the mounting plate; the combined effect of the two makes the foundation connection structure composed of the core tube, the annular steel panel, the mounting plate and the mounting frame more reliable, further ensuring the overall load-bearing capacity after the beam reinforcement is installed.

[0026] In summary, the present invention has the following beneficial effects:

[0027] 1. In this application, the mounting frame cooperates with multiple beam reinforcements through grooves to ensure the connection strength between the floor structure and the outer frame and core tube, meeting the force transmission requirements of the high-level connected structure; the locking block is threadedly connected to the beam reinforcement and synchronously locked by the locking mechanism, which not only ensures the firmness of the connection of a single beam reinforcement, but also improves the consistency and efficiency of the installation of multiple beam reinforcements, effectively enhancing the connection reliability of the overall structure, thereby improving the resistance to lateral displacement and overturning of complex super-high-rise buildings under special structural forms, and ensuring the stability of force transmission between the outer frame, core tube and floor structure;

[0028] 2. In this application, when the limiting plate rises and falls with the L-shaped plate, the transmission rod fixed on the limiting plate slides along the slot of the swing plate, causing the swing plate to swing around its hinge point with the fixed plate. Since the traction rod and the parallel rod are both hinged to the swing plate and the connecting plate, forming a parallelogram structure, the connecting plate and the pressure plate adapt to the swing of the swing plate. During this process, the workers need to press down the pressure plate until the beam reinforcement is clamped in the slot of the pressure plate and the groove of the mounting frame, ensuring the stability of the connection between the beam reinforcement and the mounting frame, thereby ensuring the stability of the high-rise building consisting of components such as the core tube, the annular steel panel, the mounting plate, the mounting frame, the beam reinforcement and the locking mechanism. Attached Figure Description

[0029] Figure 1 This is a schematic diagram of the overall structure of an embodiment of the present invention;

[0030] Figure 2 yes Figure 1 A schematic diagram of the structure after removing the core tube;

[0031] Figure 3 yes Figure 2 A structural diagram from another perspective;

[0032] Figure 4This is a schematic diagram illustrating the connection structure between the locking block and the pressure plate in an embodiment of the present invention;

[0033] Figure 5 yes Figure 4 Enlarged view of point A in the middle;

[0034] Figure 6 This is a schematic diagram illustrating the structure of the transmission assembly in an embodiment of the present invention;

[0035] Figure 7 yes Figure 6 A partial schematic diagram from another perspective;

[0036] Figure 8 This is a schematic diagram of the connection structure between the beam reinforcement and the locking block in an embodiment of the present invention.

[0037] In the diagram: 1. Core tube; 2. Annular steel panel; 21. Threaded rod; 22. Rotating block; 221. Socket hexagonal groove; 3. Mounting plate; 4. Mounting bracket; 41. Groove; 5. Beam reinforcement; 6. Locking block; 61. Cutting part; 62. Wavy groove; 7. Locking mechanism; 71. Locking assembly; 711. Guide rod; 712. L-shaped plate; 713. Limiting plate; 72. Transmission assembly; 721. Fixing plate; 722. Swinging plate; 7221. Slotted groove; 723. Traction rod; 724. Parallel rod; 725. Connecting plate; 8. Transmission rod; 9. Pressure plate; 91. Slot; 92. Anti-reverse groove; 921. Wavy tooth; 10. First gear; 11. Second gear; 12. Horizontal plate; 13. First reinforcing rib; 14. Second reinforcing rib. Detailed Implementation

[0038] The technical solutions in the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of this application without creative effort are within the scope of protection of this application.

[0039] like Figure 1-8As shown in the figure, this application discloses a complex super-high-rise building with high-level interconnection and local discontinuity of vertical components, including an outer frame, a core tube 1, and a floor structure connecting the outer frame and the core tube 1. The outer frame, core tube 1, and floor structure are all conventional technologies in the field and need not be described in detail. The high-rise building also includes an annular steel panel 2, a mounting plate 3, a mounting frame 4, beam reinforcement 5, locking blocks 6, and a locking mechanism 7. The annular steel panel 2 is fixedly sleeved on the core tube 1, and the mounting plate 3 is integrally formed with the side wall of the annular steel panel 2. The mounting frame 4 is fixed on the top of the mounting plate 3 on the side away from the core tube 1. Multiple beam reinforcement 5 are provided, and the mounting frame 4 is provided with grooves 41 that cooperate with the beam reinforcement 5. The locking blocks 6 are sleeved on the beam reinforcement 5 and threadedly connected to them. The number of locking blocks 6 is equal to the number of beam reinforcement 5, and their positions correspond one-to-one. The locking mechanism 7 is provided on the mounting plate 3 and is used to lock multiple locking blocks 6 simultaneously.

[0040] The mounting bracket 4, through the groove 41, cooperates with multiple beam reinforcement bars 5 to ensure the connection strength between the floor structure and the outer frame and core tube 1, meeting the force transmission requirements of the high-level connected structure; the locking block 6 is threadedly connected to the beam reinforcement bars 5 and synchronously locked by the locking mechanism 7, which not only ensures the firmness of the connection of a single beam reinforcement bar 5, but also improves the consistency and efficiency of the installation of multiple beam reinforcement bars 5, effectively enhancing the connection reliability of the overall structure, thereby improving the resistance to lateral displacement and overturning of complex super-high-rise buildings under special structural forms, and ensuring the stability of force transmission between the outer frame, core tube 1 and floor structure.

[0041] A threaded rod 21 is rotatably connected to the annular steel panel 2. A rotating block 22 is fixed to the upper end of the threaded rod 21. The top of the rotating block 22 is provided with an internal hexagonal groove 221. Cutting parts 61 are provided on both sides of the locking block 6. The locking mechanism 7 includes a locking component 71 and a transmission component 72. The locking component 71 includes a guide rod 711, an L-shaped plate 712, and a limiting plate 713. The guide rod 711 is fixed on the annular steel panel 2 and there are two of them symmetrically arranged. The guide rod 711 passes through the horizontal section of the L-shaped plate 712 and is slidably engaged. The threaded rod 21 passes through the horizontal section of the L-shaped plate 712 and is threadedly connected. The limiting plate 713 is fixed on the vertical section of the L-shaped plate 712 and there are multiple of them. The limiting plate 713 and the locking block 6 are alternately arranged, and the cutting parts 61 on both sides of the locking block 6 are respectively attached to the side of the two adjacent limiting plates 713 that are close to each other. The transmission component 72 presses the top of the beam reinforcement 5 during the descent of the L-shaped plate 712.

[0042] After the worker inserts the beam rebar 5 with the locking block 6 into the groove 41 of the mounting bracket 4, the worker can use a hex wrench that matches the internal hex socket 221 to rotate the threaded rod 21. Since the threaded rod 21 is threadedly connected to the horizontal section of the L-shaped plate 712, the guide rod 711 slides with the horizontal section of the L-shaped plate 712, thereby allowing the L-shaped plate 712 and the limiting plate 713 to rise and fall. During this process, the transmission component 72 gradually presses the top of the beam rebar 5, ensuring the installation efficiency of multiple beam rebars 5 and their stability in later use.

[0043] The transmission assembly 72 has two sets arranged symmetrically. The transmission assembly 72 includes a fixed plate 721, a swing plate 722, a traction rod 723, a parallel rod 724, and a connecting plate 725. The fixed plate 721 is fixed to the top of the mounting plate 3, and one side of the fixed plate 721 is in contact with the cutting part 61 on the adjacent locking block 6. The swing plate 722 is hinged to the fixed plate 721, and the transmission rod 8 is fixed on multiple limiting plates 713. A slot 7221 that slides through the swing plate 722 and slides with the transmission rod 8 is provided. The traction rod 723 and the parallel rod 724 are connected. All rods 724 are hinged to swing plates 722. Connecting plates 725 are hinged to traction rods 723 and parallel rods 724. The hinge points between traction rods 723 and swing plates 722, between parallel rods 724 and swing plates 722, between connecting plates 725 and traction rods 723, and between connecting plates 725 and parallel rods 724 form the four corner points of a parallelogram. Pressure plates 9 are fixed together on the two connecting plates 725. The bottom of the pressure plates 9 is provided with slots 91 for the top of the beam reinforcement 5 to engage.

[0044] When the limiting plate 713 rises and falls with the L-shaped plate 712, the transmission rod 8 fixed on the limiting plate 713 slides along the slot 7221 of the swing plate 722, causing the swing plate 722 to swing around its hinge point with the fixed plate 721. Since the traction rod 723 and the parallel rod 724 are both hinged to the swing plate 722 and the connecting plate 725 and form a parallelogram structure, the connecting plate 725 and the pressure plate 9 adapt to the swing of the swing plate 722. During this process, the staff needs to press down the pressure plate 9 until the beam reinforcement 5 is clamped in the slot 91 of the pressure plate 9 and the groove 41 of the mounting frame 4, which ensures the stability of the connection between the beam reinforcement 5 and the mounting frame 4, thereby ensuring the stability of the high-rise building composed of components such as the core tube 1, the annular steel panel 2, the mounting plate 3, the mounting frame 4, the beam reinforcement 5 and the locking mechanism 7.

[0045] The side wall of the pressure plate 9 near the core tube 1 is provided with a backstop groove 92 that communicates with the slot 91. The backstop groove 92 is provided with wave-shaped teeth 921 distributed around the slot 91. The end of the locking block 6 away from the core tube 1 is provided with a wave-shaped groove 62 that engages with the wave-shaped teeth 921.

[0046] When the pressure plate 9 is driven by the transmission component 72 to press the top of the beam reinforcement 5, and the beam reinforcement 5 is engaged in the slot 91, the wave-shaped teeth 921 distributed around the slot 91 on the anti-reverse groove 92 engage with the wave-shaped groove 62 of the locking block 6, effectively restricting the backward movement and rotation of the locking block 6 away from the core tube 1, further strengthening the connection between the locking block 6 and the beam reinforcement 5, making the fixation between the beam reinforcement 5 and the mounting frame 4 and the pressure plate 9 more reliable, thereby ensuring the structural stability of the high-rise building composed of the core tube 1, the annular steel panel 2 and other components.

[0047] A first gear 10 is fixedly sleeved on the hinge shaft between the swing plate 722 and the fixed plate 721, and a second gear 11 is fixedly sleeved on the hinge shaft between the swing plate 722 and the traction rod 723, and the second gear 11 meshes with the first gear 10.

[0048] When the swing plate 722 swings around the hinge axis between itself and the fixed plate 721, the first gear 10 fixed on the hinge axis will rotate synchronously, thereby driving the second gear 11 meshing with it to rotate. The second gear 11 is fixed on the hinge axis between the swing plate 722 and the traction rod 723, so that the swing of the traction rod 723 and the movement of the swing plate 722 are linked, thereby making the connecting plate 725 and the pressure plate 9 swing synchronously around the hinge axis between the traction rod 723 and the swing plate 722. When the corner of the bottom of the pressure plate 9 away from the core tube 1 abuts against the top of the mounting plate 3, the pressure plate 9 gradually straightens until the slot 91 at the bottom of the pressure plate 9 abuts against the top of the beam reinforcement 5. At this point, the bottom of the pressure plate 9 fits against the top of the mounting plate 3, so that the slot 91 on the pressure plate 9 cooperates with the groove 41 at the top of the mounting frame 4 and ensures the stability of the beam reinforcement 5 during use.

[0049] The number of first gears 10 and the number of second gears 11 are equal to the number of swing plates 722, and the first gears 10 and the second gears 11 are both located on the side of the swing plate 722 away from the middle of the mounting plate 3. The first gears 10 and the second gears 11 are arranged on both sides of the mounting plate 3 to ensure the stability of the pressure plate 9 during the swinging motion of the swing plate 722.

[0050] The bottom surface of the limiting plate 713 is flush with the top surface of the annular steel panel 2. When the bottom surface of the limiting plate 713 abuts against the top surface of the mounting plate 3, the bottom surface of the pressure plate 9 also abuts against the top surface of the mounting plate 3. This ensures the consistency and reliability of the fixing of the beam reinforcement 5, which is beneficial to ensuring the stability of the overall structure.

[0051] The mounting bracket 4, beam reinforcement 5, locking block 6, and locking mechanism 7 are each provided in two sets and are set in a mirror image of the mounting plate 3. The threaded rod 21 is provided with an external thread that is threaded to the L-shaped plate 712 below the mounting plate 3.

[0052] When the staff rotates the threaded rod 21 through the internal hexagonal slot 221, the external thread on the threaded rod 21 is threadedly connected to the L-shaped plate 712 below the mounting plate 3. Furthermore, the mounting bracket 4, beam reinforcement 5, locking block 6, and locking mechanism 7 are all set in two sets mirror images of the mounting plate 3. This causes the two sets of locking mechanisms 7 to move synchronously, enabling the two sets of beam reinforcement 5 to be installed and fixed synchronously. This ensures the symmetry and reliability of the beam reinforcement 5 connection, thereby improving the stability of the overall high-rise building structure.

[0053] A horizontal plate 12 parallel to the mounting plate 3 is fixed to the end of the guide rod 711, and a threaded rod 21 passes through the horizontal plate 12 and is clearance-fitted with it. The horizontal plate 12 plays a good role in limiting the movement of the L-shaped plate 712, reducing the probability of the L-shaped plate 712 slipping off the guide rod 711 and the threaded rod 21, and ensuring the reliability of the device operation.

[0054] A first reinforcing rib 13 is fixed on the annular steel panel 2, and one side of the first reinforcing rib 13 is connected to the outer wall of the core tube 1; a second reinforcing rib 14 is fixed on the side of the mounting bracket 4 away from the core tube 1, and the bottom of the second reinforcing rib 14 is fixed to the top of the mounting plate 3.

[0055] The first reinforcing rib 13 on the annular steel panel 2 is connected to the outer wall of the core tube 1, effectively enhancing the connection strength and structural rigidity between the annular steel panel 2 and the core tube 1; the second reinforcing rib 14 on one side of the mounting frame 4 is fixed to the top of the mounting plate 3, improving the connection stability between the mounting frame 4 and the mounting plate 3; the combined effect of the two makes the foundation connection structure composed of the core tube 1, the annular steel panel 2, the mounting plate 3 and the mounting frame 4 more reliable, further ensuring the overall load-bearing capacity of the beam reinforcement 5 after installation.

[0056] The above description is merely a preferred embodiment of the present invention. The scope of protection of the present invention is not limited to the above embodiments. All technical solutions falling within the scope of the present invention's concept are within the scope of protection of the present invention. It should be noted that for those skilled in the art, any improvements and modifications made without departing from the principles of the present invention should also be considered within the scope of protection of the present invention.

Claims

1. A complex super-high-rise building with high-level interconnection and local discontinuous vertical components, comprising an outer frame, a core tube (1), and a floor structure connecting the outer frame and the core tube (1), characterized in that: The high-rise building also includes a ring-shaped steel panel (2), a mounting plate (3), a mounting frame (4), beam reinforcement (5), a locking block (6), and a locking mechanism (7); The annular steel panel (2) is fixedly sleeved on the core tube (1), and the mounting plate (3) is integrally formed with the side wall of the annular steel panel (2); the mounting frame (4) is fixed on the top of the mounting plate (3) away from the core tube (1), and multiple beam reinforcement bars (5) are provided. The mounting frame (4) is provided with a groove (41) that cooperates with the beam reinforcement bars (5); the locking block (6) is sleeved on the beam reinforcement bars (5) and threadedly connected to them. The number of them is equal to the number of beam reinforcement bars (5), and their positions correspond one-to-one; the locking mechanism (7) is set on the mounting plate (3) and is used to lock multiple locking blocks (6) simultaneously.

2. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 1, characterized in that: A threaded rod (21) is rotatably connected to the annular steel panel (2). A rotating block (22) is fixed at the upper end of the threaded rod (21). An internal hexagonal groove (221) is provided on the top of the rotating block (22). Cutting parts (61) are provided on both sides of the locking block (6). The locking mechanism (7) includes a locking component (71) and a transmission component (72). The locking component (71) includes a guide rod (711), an L-shaped plate (712), and a limiting plate (713). Guide rods (711) are fixed on the annular steel panel (2), and two of them are symmetrically arranged; guide rods (711) pass through the horizontal section of the L-shaped plate (712) and slide in fit, and threaded rods (21) pass through the horizontal section of the L-shaped plate (712) and are threaded in fit; limiting plates (713) are fixed on the vertical section of the L-shaped plate (712), and multiple of them are provided. The limiting plates (713) and locking blocks (6) are alternately arranged, and the cutting parts (61) on both sides of the locking blocks (6) respectively fit against the side of the two adjacent limiting plates (713) that are close to each other; the transmission assembly (72) presses the top of the beam reinforcement (5) during the descent of the L-shaped plate (712).

3. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 2, characterized in that: The transmission assembly (72) is provided in two sets and is symmetrically arranged. The transmission assembly (72) includes a fixed plate (721), a swing plate (722), a traction rod (723), a parallel rod (724), and a connecting plate (725). The fixing plate (721) is fixed to the top of the mounting plate (3), and one side of the fixing plate (721) is in contact with the cutting part (61) on the adjacent locking block (6); the swing plate (722) is hinged to the fixing plate (721), and a transmission rod (8) is fixed on multiple limiting plates (713). A slot (7221) that slides through the swing plate (722) and slides with the transmission rod (8) is provided; the traction rod (723) and the parallel rod (724) are both hinged to the swing plate (722), and the connecting plate (725) is connected to the traction rod (722). 3) Both the parallel rod (724) and the traction rod (723) are hinged. The hinge points between the traction rod (723) and the swing plate (722), the hinge points between the parallel rod (724) and the swing plate (722), the hinge points between the connecting plate (725) and the traction rod (723), and the hinge points between the connecting plate (725) and the parallel rod (724) form the four corner points of a parallelogram. The two connecting plates (725) are fixed with a pressure plate (9). The bottom of the pressure plate (9) is provided with a slot (91) for the top of the beam reinforcement (5) to be engaged.

4. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 3, characterized in that: The pressure plate (9) has a backstop groove (92) on the side wall near the core tube (1) that communicates with the slot (91). The backstop groove (92) has wave-shaped teeth (921) distributed around the slot (91). The locking block (6) has a wave-shaped groove (62) at the end away from the core tube (1) that engages with the wave-shaped teeth (921).

5. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 3, characterized in that: A first gear (10) is fixedly sleeved on the hinge shaft between the swing plate (722) and the fixed plate (721), and a second gear (11) is fixedly sleeved on the hinge shaft between the swing plate (722) and the traction rod (723), and the second gear (11) meshes with the first gear (10).

6. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 5, characterized in that: The number of the first gear (10) and the number of the second gear (11) are equal to the number of the swing plate (722), and the first gear (10) and the second gear (11) are both located on the side of the swing plate (722) away from the middle of the mounting plate (3).

7. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 5, characterized in that: The bottom surface of the limiting plate (713) is flush with the top of the annular steel panel (2). When the bottom surface of the limiting plate (713) abuts against the top of the mounting plate (3), the bottom of the pressure plate (9) also abuts against the top of the mounting plate (3).

8. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 5, characterized in that: The mounting bracket (4), beam reinforcement (5), locking block (6) and locking mechanism (7) are each provided in two sets and are set in a mirror image of the mounting plate (3). The threaded rod (21) is provided with an external thread that is threaded to the L-shaped plate (712) below the mounting plate (3).

9. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 5, characterized in that: The end of the guide rod (711) is fixed with a horizontal plate (12) parallel to the mounting plate (3), and the threaded rod (21) passes through the horizontal plate (12) and is fitted with it with clearance.

10. The complex super-high-rise building with high-level interconnected structures and discontinuous vertical components as described in claim 5, characterized in that: A first reinforcing rib (13) is fixed on the annular steel panel (2), and one side of the first reinforcing rib (13) is connected to the outer wall of the core tube (1); a second reinforcing rib (14) is fixed on the side of the mounting bracket (4) away from the core tube (1), and the bottom of the second reinforcing rib (14) is fixed to the top of the mounting plate (3).

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