A high-rise building stabilizing structure connecting joint

Abstract

The application discloses a high-rise building stable structure connecting joint and relates to the technical field of building steel structures. The high-rise building stable structure connecting joint comprises a horizontal I-shaped steel frame, an oblique I-shaped steel frame and a vertical I-shaped steel frame, the oblique I-shaped steel frame is connected and fixed to the center of the upper and lower sides of the horizontal I-shaped steel frame through butt joint reinforcing structures, one side of the top of the oblique I-shaped steel frame is fixedly installed on the side surface of the vertical I-shaped steel frame through embedding reinforcing structures, and the horizontal I-shaped steel frame and the vertical I-shaped steel frame are connected through a reinforcing steel bar stable connecting structure. In the application, the overall stability of the steel structure is ensured, the self rigidity and the buckling resistance of the building steel structure are significantly increased, the steel structure is less likely to deform, the shearing force at the steel structure joint can be directly shared, the lateral rigidity of the steel structure connecting point is greatly improved, and the probability of deformation of the steel structure is reduced.

Description

Technical Field

[0001] This invention relates to the field of building steel structure technology, specifically to a structural connection node for stabilizing high-rise buildings. Background Technology

[0002] The core design principle for stabilizing structural connection nodes in high-rise buildings can be summarized as "strong nodes, weak components." During the design process, the load-bearing capacity of the nodes must exceed that of the components themselves. This ensures that under extreme loads such as rare earthquakes, plastic hinges will appear in beams and columns, while the nodes themselves remain elastic and undamaged, thus guaranteeing that the overall structure will not collapse.

[0003] Existing steel building structures are primarily composed of multiple vertically and horizontally connected frame structures, typically assembled and secured with screws to form a unified steel structure. However, in practical use, these screws primarily bear tensile forces and are relatively weak against lateral shear forces (such as earthquakes, wind loads, and equipment vibrations). While additional diagonally added frames can provide support and stability against lateral shear forces, their ability to support lateral compression at the connection points is weak, leading to a high probability of deformation. Furthermore, under long-term loads or vibrations, the screws may loosen, causing relative displacement of the frames and making it difficult to maintain positioning accuracy and structural stability. Summary of the Invention

[0004] The purpose of this invention is to provide a structural connection node for stabilizing high-rise buildings, so as to solve the problems mentioned in the background art.

[0005] To achieve the above-mentioned objectives, the present invention adopts the following technical solution: This invention provides a structural connection node for stabilizing high-rise buildings, comprising: a horizontal I-beam frame, a diagonal I-beam frame, and a vertical I-beam frame. The diagonal I-beam frame is fixedly connected to the center of both the upper and lower sides of the horizontal I-beam frame via a butt-joint reinforcement structure. One side of the top of the diagonal I-beam frame is fixed to the side of the vertical I-beam frame via an embedded reinforcement structure. The horizontal and vertical I-beam frames are connected by a steel reinforcement stabilization connection structure. The steel reinforcement stable connection structure includes: an insertion docking assembly fixed to the left and right sides of the horizontal I-beam frame by screws; and a steel reinforcement locking and positioning assembly that penetrates the insertion docking assembly and extends into the interior of the horizontal and vertical I-beam frames. The insertion docking assembly forms a rectangular assembly and reinforcement space at the connection part of the horizontal and vertical I-beam frames and stabilizes the horizontal and vertical I-beam frames in the connected state.

[0006] In a preferred embodiment of the present invention, multiple transverse reinforcing plates are installed inside the horizontal and vertical I-beam frames, and a reinforcing bar locking and positioning assembly is provided through the interior of each transverse reinforcing plate. The transverse reinforcing plate is installed and fixed inside the horizontal and vertical I-beam frames through the reinforcing adhesive layers on the upper and lower edge portions.

[0007] As a preferred embodiment of the present invention, the docking reinforcement structure includes: A vertically connected metal plug is connected inside the horizontal I-beam frame, and an insert metal component is fixed to the outside of the vertically connected metal plug by screws. A docking metal seat, wherein an inserting metal component is fixed inside the docking metal seat by screws, and the docking metal seat is fixed to the upper and lower sides of the horizontal I-beam frame by screws.

[0008] In a preferred embodiment of the present invention, the inserted metal component is configured with a bent "V" shape, and side protrusions are provided on both sides of the inserted metal component extending into the mating metal seat, the side protrusions extending into the interior groove. The embedded groove is formed on the left and right sides inside the docking metal seat. The docking metal seat is trapezoidal in shape, and the inclined portions on the left and right sides of the trapezoidal docking metal seat match the inclined I-beam frame.

[0009] As a preferred embodiment of the present invention, the embedded reinforcement structure includes: A horizontally mating metal plug is connected to the inside of the vertical I-beam frame, and an embedded reinforcing metal block is fixed to the outside of the horizontally mating metal plug by screws. A metal connector, wherein an embedded reinforcing metal block is fixed inside the metal connector by screws, and the metal connector is fixed to the inside of the vertical I-beam frame by screws.

[0010] As a preferred embodiment of the present invention, the insertion docking assembly includes: A cross-shaped metal butt plate is installed and fixed on the left and right sides of the horizontal I-beam frame by screws, and the interior of the cross-shaped metal butt plate is made of elastic material. An intermediate reinforcing plate is connected and fixed at the center of the side of the cross-shaped metal butt plate. A tapered protrusion is installed at the top of the intermediate reinforcing plate, extending into the interior of the embedded groove. The embedded groove is located inside the vertical I-beam frame, and the tapered protrusion is a trapezoid that is narrower at the top and wider at the bottom.

[0011] In a preferred embodiment of the present invention, the upper and lower ends of the intermediate reinforcing plate near the conical protrusion are provided with oblique grooves, the interior of the oblique grooves is filled with an adhesive filler layer, and the adhesive filler layer is adhered and fixed to the interior of the vertical I-beam frame. The cross-shaped metal butt plate is internally fitted with a steel bar locking and positioning assembly.

[0012] As a preferred embodiment of the present invention, the rebar locking and positioning assembly includes: Horizontal reinforcing bars are provided, which pass through the cross-shaped metal butt plate and also pass through multiple transverse reinforcing plates; The vertical reinforcing bars are arranged to pass through the intermediate reinforcing plate, and the vertical reinforcing bars abut against the side of the horizontal reinforcing bars. The vertical reinforcing bars also pass through multiple horizontal reinforcing plates. The reinforcing metal wire is connected and fixed to the outside of the connection between the horizontal and vertical reinforcing bars, and the vertical and horizontal reinforcing bars are installed through the pre-reserved assembly slots. The assembly reserved groove is formed inside the horizontal reinforcing plate, the cross metal butt plate and the intermediate reinforcing plate, and the cross-sectional width of the assembly reserved groove is greater than the diameter of the horizontal reinforcing bar and the vertical reinforcing bar.

[0013] In a preferred embodiment of the present invention, a U-shaped metal wire is abutted against the outer side of the vertical reinforcing steel bar, the U-shaped metal wire extends to the outer side of the vertical I-beam frame, and a locking cap that abuts against the outer side of the vertical I-beam frame is sleeved and fixed on the outer side of the U-shaped metal wire. Among them, locking positioning metal blocks are sleeved and fixed on the outer side of the horizontal reinforcing steel bars and the vertical reinforcing steel bars, and the locking positioning metal blocks abut against the outer side of the horizontal reinforcing plate.

[0014] Compared with existing technologies, one or more of the above technical solutions have the following beneficial effects: 1. In the connection nodes of the stabilized structure of high-rise buildings, during the assembly of horizontal and vertical I-beam frames, a matching trapezoidal structure (conical protrusion and embedded groove) is set at the connection point. This serves two purposes: firstly, it acts as a guide, allowing for final fixing with bolts after the components are aligned, greatly improving installation speed; secondly, it acts like a dovetail joint, firmly "locking" the two components together, not only bearing horizontal tension but also effectively resisting vertical shear forces generated by gravity or wind, preventing component misalignment or separation. Simultaneously, it decomposes complex forces (such as bending moment and torque) into pressure perpendicular to the contact surface, resulting in a clear and direct force transmission path, reducing the risk of stress concentration, and enhancing resistance to lateral shear forces (such as earthquakes, wind loads, and equipment vibrations). This significantly increases the inherent stiffness and buckling resistance of the steel structure, making it less prone to deformation. 2. In the structural reinforcement of high-rise buildings, when reinforcing bars are installed on the inner side of the connection between horizontal and vertical I-beam frames, the shear force at the joint can be directly shared, significantly improving the lateral stiffness of the connection and reducing deformation. Furthermore, in conjunction with the adhesive filler layer (concrete, etc.), a "bolt-reinforcement-concrete" synergistic force-bearing system can be formed with the screws, preventing screw loosening and joint slippage. Simultaneously, the reinforcement can act as a "stress transfer bridge," diffusing some of the force to a wider area, reducing the stress peak at the screw hole edge, and effectively maintaining positioning accuracy and structural stability. 3. In the structural connection nodes of high-rise buildings, by setting diagonally arranged frames (diagonal I-beam frames) at the connection between vertical and horizontal I-beam frames, a triangular stable structure is formed, which significantly improves the overall stiffness and reduces the risk of lateral displacement. At the same time, it prevents the vertical frame from buckling under compression, constrains its deformation mode, and keeps the structure geometrically invariant under load, ensuring the overall stability and robustness of the building's steel structure. Attached Figure Description

[0015] The accompanying drawings, which form part of this invention, are used to provide a further understanding of the invention. The illustrative embodiments of the invention and their descriptions are used to explain the invention and do not constitute an improper limitation of the invention.

[0016] Furthermore, the terms "installation," "setup," "equipped with," "connection," "linking," and "socketing" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral structure; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium, or an internal connection between two devices, components, or parts. Those skilled in the art can understand the specific meaning of these terms in this application based on the specific circumstances.

[0017] Figure 1 This is a schematic diagram of the overall structure of the present invention; Figure 2 This is a schematic diagram of the overall front view of the present invention; Figure 3 This is a top view of the overall structure of the invention; Figure 4 This is a schematic diagram of the structure of the present invention, showing the horizontal I-beam frame connected by a butt joint reinforcement structure and an inclined I-beam frame; Figure 5 This is an exploded view of the horizontal I-beam frame of the present invention after being connected by a butt-joint reinforcement structure and an inclined I-beam frame; Figure 6 This is an exploded view of the docking reinforcement structure of the present invention; Figure 7 This is a cross-sectional view of the horizontal I-beam frame and the butt-joint reinforcement structure of the present invention. Figure 8 This is an exploded view of the inclined I-beam frame of the present invention after it is connected to the vertical I-beam frame by an embedded reinforcement structure; Figure 9 This is a schematic diagram of the structure of the present invention, which connects the inclined I-beam frame with the steel reinforcement and the vertical I-beam frame. Figure 10 This is the present invention. Figure 9 Enlarged structural diagram of region A in the middle; Figure 11 This is an exploded view of the inclined I-beam frame of the present invention after being connected to the vertical I-beam frame by a steel bar reinforcement structure. In the picture: 10. Horizontal I-beam frame; 101. Transverse reinforcing plate; 102. Reinforcing adhesive layer; 20. Diagonal I-beam frame; 30. Vertical I-beam frame; 40. Reinforced docking structure; 401. Vertical docking metal insert; 402. Inserted metal component; 4021. Side protrusion; 4022. Embedded groove; 403. Docking metal seat; 50. Embedded reinforcement structure; 501. Horizontal mating metal insert; 502. Embedded reinforcement metal block; 503. Metal connector; 60. Reinforcing bar stable connection structure; 601. Insertion and docking assembly; 602. Reinforcing bar locking and positioning assembly; 6011, Cross-shaped metal butt plate; 6012, Intermediate reinforcing plate; 60121, Angled groove; 60122, Adhesive filler layer; 6013, Conical protrusion; 6014, Embedded groove; 6021, Horizontal reinforcing steel bar; 6022, Vertical reinforcing steel bar; 60221, U-shaped metal wire; 60222, Locking cap; 60223, Locking positioning metal block; 6023, Reinforcing metal wire; 6024, Assembly reserved groove. Detailed Implementation

[0018] To enable those skilled in the art to better understand the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present application, and not all embodiments. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative effort should fall within the scope of protection of the present application.

[0019] Please see Figure 1 - Figure 11 A structural connection node for stabilizing high-rise buildings includes a horizontal I-beam frame 10, a diagonal I-beam frame 20, and a vertical I-beam frame 30. The diagonal I-beam frame 20 is fixedly connected to the center of the upper and lower sides of the horizontal I-beam frame 10 via a butt-joint reinforcement structure 40. One side of the top of the diagonal I-beam frame 20 is fixedly installed to the side of the vertical I-beam frame 30 via an embedded reinforcement structure 50. The horizontal I-beam frame 10 and the vertical I-beam frame 30 are connected by a steel reinforcement stabilizing connection structure 60. The reinforcing steel connection structure 60 includes: an insertion docking assembly 601 fixed to the left and right sides of the horizontal I-beam frame 10 by screws; and a reinforcing steel locking and positioning assembly 602 that penetrates the insertion docking assembly 601 and extends into the interior of the horizontal I-beam frame 10 and the vertical I-beam frame 30. The insertion docking assembly 601 forms a rectangular assembly and reinforcement space at the connection part of the horizontal I-beam frame 10 and the vertical I-beam frame 30, and stabilizes the horizontal I-beam frame 10 and the vertical I-beam frame 30 in the connected state.

[0020] It should be noted that multiple transverse reinforcing plates 101 are installed inside the horizontal I-beam frame 10 and the vertical I-beam frame 30. A steel bar locking and positioning component 602 is installed through the transverse reinforcing plate 101. The transverse reinforcing plate 101 is installed and fixed inside the horizontal I-beam frame 10 and the vertical I-beam frame 30 through the reinforcing adhesive layer 102 on the upper and lower edge portions.

[0021] The working principle described above is as follows: When assembling the steel structure of the building, firstly, through the design of the butt-joint reinforcement structure 40, the horizontal I-beam frame 10 and multiple diagonal I-beam frames 20 are assembled and fixed together by screw assembly. Then, by embedding the reinforcement structure 50, the multiple diagonal I-beam frames 20 and the vertical I-beam frames 30 are connected and fixed together. Furthermore, when assembling and fixing the vertical I-beam frames 30 and the diagonal I-beam frames 20, the horizontal I-beam frame 10 and the vertical I-beam frame 30 can be assembled and fixed by inserting the butt-joint assembly 601. After the horizontal I-beam frame 10, the diagonal I-beam frame 20, and the vertical I-beam frame 30 are assembled, the vertically set horizontal I-beam frame 10 and vertical I-beam frame 30 can be further reinforced by adding a steel bar locking and positioning component 602 to the connection and fixation of the horizontal I-beam frame 10 and the vertical I-beam frame 30, so as to ensure the stability and firmness of the horizontal I-beam frame 10 and the vertical I-beam frame 30 after they are assembled.

[0022] It should be noted that the addition of the rebar locking and positioning component 602 can directly share the shear force at the joint, significantly improving the lateral stiffness of the connection point and reducing deformation. At the same time, it can form a "bolt-rebar-concrete" synergistic force-bearing system with the screw, enhancing the integrity and ductility of the structure. Even if a joint is overloaded, it will not suddenly fail brittlely, but will first show visible cracks or deformation, buying time for personnel evacuation or reinforcement.

[0023] For details, please refer to the following: Figure 5 , Figure 6 and Figure 7 The docking reinforcement structure 40 includes a vertical docking metal plug 401, which is connected to the inside of the horizontal I-beam frame 10. An insert metal component 402 is fixed to the outside of the vertical docking metal plug 401 by screws. A docking metal seat 403 is also included, with the insert metal component 402 fixed to the inside of the docking metal seat 403 by screws. The docking metal seat 403 is fixed to the upper and lower sides of the horizontal I-beam frame 10 by screws.

[0024] In this design, the inserted metal component 402 is shaped like a bent "V". The inserted metal component 402 extends into the left and right sides of the mating metal seat 403 and is provided with side protrusions 4021. The side protrusions 4021 extend into the interior of the embedded groove 4022. The embedded groove 4022 is located on the left and right sides of the mating metal seat 403. The mating metal seat 403 is shaped like a trapezoid and the inclined portions on the left and right sides of the trapezoidal mating metal seat 403 match the inclined I-beam frame 20.

[0025] In the high-rise building stabilization structure connection node of the present invention, the design of the embedded groove 4022 and the side protrusion 4021 ensures the stability and firmness of the assembled connection of the mating metal seat 403 and the inserted metal component 402, which are installed by screws, and is less likely to cause displacement after assembly. At the same time, the vertical mating metal insert 401 can form a cross-shaped assembly structure with the horizontal I-beam frame 10, increasing the contact area after the connection and ensuring the stability and firmness of the assembled connection of the horizontal I-beam frame 10 and the mating metal seat 403.

[0026] For details, please refer to the following: Figure 8 The embedded reinforcement structure 50 includes a horizontally mating metal plug 501, which is connected to the inside of the vertical I-beam frame 30. An embedded reinforcement metal block 502 is fixed to the outside of the horizontally mating metal plug 501 by screws. A metal connector 503 is also included, with the embedded reinforcement metal block 502 fixed to the inside of the metal connector 503 by screws. The metal connector 503 is fixed to the inside of the vertical I-beam frame 30 by screws.

[0027] In the high-rise building stabilization structure connection node of the present invention, an embedded groove 4022 and a side protrusion 4021 are also provided between the metal connector 503 and the embedded reinforcing metal block 502 to complete the assembly and fixation. Through the design of the horizontally mating metal insert 501, the stability and firmness of the vertical I-beam frame 30 and the metal connector 503 after assembly and connection can be guaranteed.

[0028] For details, please refer to the following: Figure 9 , Figure 10 and Figure 11 The insertion docking assembly 601 includes a cross-shaped metal docking plate 6011, which is fixed to the left and right sides of the horizontal I-beam frame 10 by screws. The interior of the cross-shaped metal docking plate 6011 is made of elastic material. The intermediate reinforcing plate 6012 is connected and fixed to the center of the side of the cross-shaped metal docking plate 6011. A tapered protrusion 6013 is installed at the top of the intermediate reinforcing plate 6012. The tapered protrusion 6013 extends into the interior of the embedding groove 6014. The embedding groove 6014 is opened inside the vertical I-beam frame 30. The tapered protrusion 6013 is set as a trapezoid with a narrow top and a wide bottom.

[0029] In this design, the upper and lower ends of the intermediate reinforcing plate 6012 near the conical protrusion 6013 are provided with inclined grooves 60121. The interior of the inclined grooves 60121 is filled with an adhesive filling layer 60122, which is adhered and fixed to the interior of the vertical I-beam frame 30. The interior of the cross metal butt plate 6011 is provided with a steel bar locking and positioning component 602.

[0030] In the high-rise building stabilization structure connection node of the present invention, when assembling the vertical I-beam frame 30 and the horizontal I-beam frame 10, the cross-shaped metal butt plate 6011 is first installed and fixed on the side of the horizontal I-beam frame 10. The tapered protrusion 6013 installed on the side of the horizontal I-beam frame 10 via the intermediate reinforcing plate 6012 extends into the embedded groove 6014 inside the vertical I-beam frame 30, achieving a highly accurate assembly and positioning operation for the vertical I-beam frame 30 and the horizontal I-beam frame 10. After the connection is completed, the adhesive filler layer 60122 is filled into the oblique groove 60121 to further reinforce the stability and firmness of the connection between the intermediate reinforcing plate 6012 and the vertical I-beam frame 30.

[0031] It should be noted that the structure of the tapered protrusion 6013 serves two purposes: firstly, its beveled edges on the top and bottom sides act as a guide, allowing for minor errors during splicing without the need for repeated measurements and adjustments; secondly, once the joints are in place, they can be finally fixed with screws, greatly improving the installation speed.

[0032] It should also be noted that the trapezoidal structure of the conical protrusion 6013, like a dovetail groove, can firmly "lock" the two components together. It not only withstands horizontal tensile forces but also effectively resists vertical shear forces generated by gravity or wind, preventing component misalignment or separation. Simultaneously, in conjunction with the adhesive filler layer 60122, it forms an extremely strong mechanical interlocking force, completely avoiding the slippage problems that easily occur in traditional planar contacts.

[0033] For details, please refer to the following: Figure 9 , Figure 10 and Figure 11 The rebar locking and positioning component 602 includes a horizontal reinforcing rebar 6021, which passes through a cross-shaped metal butt plate 6011 and multiple transverse reinforcing plates 101; a vertical reinforcing rebar 6022, which passes through an intermediate reinforcing plate 6012 and abuts against the side of the horizontal reinforcing rebar 6021, and also passes through multiple transverse reinforcing plates 101; and a reinforcing metal wire 602. 3. The reinforcing metal wire 6023 is connected and fixed on the outside of the connection between the horizontal reinforcing steel bar 6021 and the vertical reinforcing steel bar 6022. The vertical reinforcing steel bar 6022 and the horizontal reinforcing steel bar 6021 are provided through the assembly reserved groove 6024. The assembly reserved groove 6024 is opened inside the horizontal reinforcing plate 101, the cross metal butt plate 6011 and the intermediate reinforcing plate 6012. The cross-sectional width of the assembly reserved groove 6024 is greater than the diameter length of the horizontal reinforcing steel bar 6021 and the vertical reinforcing steel bar 6022.

[0034] In this scheme, the outer side of the vertical reinforcing bar 6022 abuts against a U-shaped metal wire 60221, the U-shaped metal wire 60221 extends to the outer side of the vertical I-beam frame 30, and a locking cap 60222 is fixed on the outer side of the U-shaped metal wire 60221, abutting against the outer side of the vertical I-beam frame 30. Locking and positioning metal blocks 60223 are fixed on the outer side of both the horizontal reinforcing bar 6021 and the vertical reinforcing bar 6022, and the locking and positioning metal blocks 60223 abut against the outer side of the horizontal reinforcing plate 101.

[0035] In the high-rise building stabilization structure connection node of the present invention, the design of the reinforcing metal wire 6023 allows for the connection and fixation of the relatively vertically arranged horizontal reinforcing steel bars 6021 and vertical reinforcing steel bars 6022 together, preventing deformation during installation. The U-shaped metal wire 60221 and locking cap 60222 installed on the outside of the vertical reinforcing steel bar 6022 further laterally compress and position it, and together with the locking positioning metal block 60223, ensure that the horizontal reinforcing steel bars 6021 and vertical reinforcing steel bars 6022 will not shift after installation.

[0036] It should be noted that the horizontal reinforcing bars 6021 and 6022 can act as a "stress transfer bridge," diffusing some of the force to a wider area, reducing the stress peak at the screw hole edge, dispersing local stress, and preventing damage near the screw holes. Simultaneously, under repeated loading, the yielding of the horizontal and vertical reinforcing bars 6021 and 6022 dissipates seismic energy, protecting the screws and the main frame from premature failure.

[0037] The foregoing has shown and described the basic principles, main features, and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The embodiments and descriptions in the specification are merely preferred examples and are not intended to limit the invention. Various changes and modifications can be made to the invention without departing from its spirit and scope, and all such changes and modifications fall within the scope of the present invention as claimed. The scope of protection of the present invention is defined by the appended claims and their equivalents.

[0038] The terms “center,” “longitudinal,” “lateral,” “front,” “rear,” “left,” “right,” “vertical,” “horizontal,” “top,” “bottom,” “inner,” and “outer,” etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are merely simplified descriptions for the convenience of describing the present invention and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limiting the scope of protection of the present invention.

[0039] Therefore, any equivalent substitutions or modifications made by those skilled in the art within the scope of the technology disclosed in this invention, based on the technical solution and inventive concept of this invention, should be covered within the protection scope of this invention.

Claims

1. A structural connection node for stabilizing high-rise buildings, characterized in that, include: The system comprises a horizontal H-beam frame (10), a diagonal H-beam frame (20), and a vertical H-beam frame (30). The horizontal H-beam frame (10) is connected and fixed to the center of its upper and lower sides by a butt-joint reinforcement structure (40). One side of the top of the diagonal H-beam frame (20) is installed and fixed to the side of the vertical H-beam frame (30) by an embedded reinforcement structure (50). The horizontal H-beam frame (10) and the vertical H-beam frame (30) are connected by a steel reinforcement connection structure (60). The steel reinforcement stable connection structure (60) includes: an insertion docking assembly (601) fixed to the left and right sides of the horizontal I-beam frame (10) by screws; and a steel reinforcement locking and positioning assembly (602) that passes through the insertion docking assembly (601) and extends into the horizontal I-beam frame (10) and the vertical I-beam frame (30). The insertion docking assembly (601) forms a rectangular assembly and reinforcement space at the connection part of the horizontal I-beam frame (10) and the vertical I-beam frame (30), and stabilizes the horizontal I-beam frame (10) and the vertical I-beam frame (30) in the connected state.

2. The connection node for stabilizing a high-rise building structure according to claim 1, characterized in that: Multiple transverse reinforcing plates (101) are installed inside the horizontal I-beam frame (10) and the vertical I-beam frame (30), and a reinforcing bar locking and positioning component (602) is installed through the interior of the transverse reinforcing plate (101). The transverse reinforcing plate (101) is installed and fixed inside the horizontal I-beam frame (10) and the vertical I-beam frame (30) through the reinforcing adhesive layer (102) on the upper and lower edge portions.

3. The connection node for stabilizing a high-rise building structure according to claim 1, characterized in that: The docking reinforcement structure (40) includes: A vertically connected metal plug (401) is connected inside the horizontal I-beam frame (10), and an insert metal component (402) is fixed to the outside of the vertically connected metal plug (401) by screws. A docking metal seat (403) is provided, and an inserting metal component (402) is fixed inside the docking metal seat (403) by screws. The docking metal seat (403) is fixed to the upper and lower sides of the horizontal I-beam frame (10) by screws.

4. The connection node for stabilizing a high-rise building structure according to claim 3, characterized in that: The insert metal component (402) is shaped like a bent "V". Side protrusions (4021) are provided on the left and right sides of the insert metal component (402) extending into the mating metal seat (403). The side protrusions (4021) extend into the interior of the recess (4022). The embedded groove (4022) is opened on the left and right sides inside the docking metal seat (403). The docking metal seat (403) is trapezoidal in shape, and the inclined portion of the left and right sides of the trapezoidal docking metal seat (403) matches the inclined I-beam frame (20).

5. A high-rise building stabilization structure connection node according to claim 4, characterized in that: The embedded reinforcement structure (50) includes: A horizontally mating metal plug (501) is connected inside the vertical I-beam frame (30), and an embedded reinforcing metal block (502) is fixed to the outside of the horizontally mating metal plug (501) by screws. Metal connector (503), the interior of which is fixed with embedded reinforcing metal block (502) by screws, the metal connector (503) is fixed with screws on the inside of vertical I-beam frame (30).

6. A connection node for stabilizing a high-rise building structure according to claim 2, characterized in that: The insertion docking assembly (601) includes: A cross-shaped metal butt plate (6011) is fixed to the left and right sides of the horizontal I-beam frame (10) by screws. The interior of the cross-shaped metal butt plate (6011) is made of elastic material. An intermediate reinforcing plate (6012) is fixed to the center of the side of the cross-shaped metal butt plate (6011). A tapered protrusion (6013) is installed at the top of the intermediate reinforcing plate (6012), and the tapered protrusion (6013) extends into the interior of the embedding groove (6014). The embedded groove (6014) is located inside the vertical I-beam frame (30), and the tapered protrusion (6013) is set as a trapezoid with a narrow top and a wide bottom.

7. A high-rise building stabilization structure connection node according to claim 6, characterized in that: The intermediate reinforcing plate (6012) has oblique grooves (60121) at both ends near the tapered protrusion (6013). The oblique grooves (60121) are filled with an adhesive filler layer (60122), which is adhered and fixed to the inside of the vertical I-beam frame (30). The cross-shaped metal butt plate (6011) is internally provided with a steel bar locking and positioning component (602).

8. A connection node for stabilizing a high-rise building structure according to claim 7, characterized in that: The rebar locking and positioning assembly (602) includes: A horizontal reinforcing bar (6021) is provided, which passes through the cross-shaped metal butt plate (6011) and also passes through multiple transverse reinforcing plates (101). A vertical reinforcing bar (6022) is provided, which passes through the intermediate reinforcing plate (6012). The vertical reinforcing bar (6022) abuts against the side of the horizontal reinforcing bar (6021). The vertical reinforcing bar (6022) passes through multiple horizontal reinforcing plates (101). A reinforcing metal wire (6023) is connected and fixed to the outside of the connection between the horizontal reinforcing bar (6021) and the vertical reinforcing bar (6022). The vertical reinforcing bar (6022) and the horizontal reinforcing bar (6021) are installed through the pre-reserved assembly slot (6024). The assembly reserved groove (6024) is opened inside the horizontal reinforcing plate (101), the cross metal butt plate (6011) and the intermediate reinforcing plate (6012), and the cross width of the assembly reserved groove (6024) is greater than the diameter of the horizontal reinforcing bar (6021) and the vertical reinforcing bar (6022).

9. A connection node for stabilizing a high-rise building structure according to claim 8, characterized in that: The outer side of the vertical reinforcing bar (6022) abuts against a U-shaped metal wire (60221), the U-shaped metal wire (60221) extends to the outer side of the vertical I-beam frame (30), and a locking cap (60222) is fitted and fixed on the outer side of the U-shaped metal wire (60221) abutting against the outer side of the vertical I-beam frame (30). Among them, a locking positioning metal block (60223) is sleeved and fixed on the outside of the horizontal reinforcing steel bar (6021) and the vertical reinforcing steel bar (6022), and the locking positioning metal block (60223) abuts against the outside of the transverse reinforcing plate (101).

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