A flexible shock-absorbing connection structure for glass curtain walls of super high-rise buildings

Abstract

The present invention provides a flexible shock-absorbing connection structure for a glass curtain wall of a super-high-rise building, wherein the middle transfer tube of the transfer tube assembly is connected to the top transfer tube / bottom transfer tube by a double-ball connecting rod; the ball head at one end of the double-ball connecting rod is arranged in the axial counterbore of the middle transfer tube, and the ball head at the other end is arranged in the axial counterbore of the top transfer tube / bottom transfer tube, and the intermediate rods are respectively extended through the central through hole, and a spring member for applying an external thrust to the end plate is arranged between the ball head and the end plate, so that the two ends of the middle transfer tube are elastically pressed against the inner ends of the top transfer tube / bottom transfer tube respectively; the outer end of the bottom transfer tube is connected to the central claw body of the rigid claw member, and the outer ends of each claw leg are fixed to the glass curtain wall by a docking joint; the outer end of the top transfer tube is connected to the supporting structure. This flexible shock-absorbing connection structure is used for connecting the glass curtain wall and the supporting structure, and has the characteristics of being retractable, self-resetting, and capable of slight rotation, with good shock-absorbing performance and easy installation.

Description

Technical Field

[0001] The present invention relates to the field of glass building curtain wall protection, and in particular provides a flexible shock-absorbing connection structure for connecting a glass curtain wall and a supporting structure. Background Art

[0002] As a novel and aesthetically pleasing architectural wall decoration method, glass curtain walls offer advantages such as strong integrity, lightweight structure, ease of construction, and easy maintenance. With the acceleration of urbanization, large-scale, ultra-high-rise glass curtain wall buildings are springing up like mushrooms after rain, bringing a modern and fashionable atmosphere to cities, becoming landmark buildings and showcasing the latest achievements in architectural science and technology.

[0003] However, in today's world of safety, glass curtain wall structures are also facing safety concerns. The safety of glass curtain walls is particularly crucial in modern super-high-rise buildings. A key factor in ensuring the safety and stability of glass curtain walls is their connection method. Traditional glass curtain walls are made by drilling holes in the glass, securing them with ordinary stainless steel cast steel claws, and connecting them to the supporting structure. These claws are too rigid overall. When super-high-rise buildings encounter excessive wind loads, earthquakes, and vibrations or impacts caused by rain, they cannot effectively dissipate energy and shock, and there is a risk of deformation and fracture. Furthermore, the inability to adapt to various angles or sizes during installation increases the difficulty of installation. Summary of the Invention

[0004] Based on this, the present invention provides a flexible shock-absorbing connection structure for the glass curtain wall of a super high-rise building to achieve a flexible connection between the glass curtain wall and the supporting structure, thereby improving the shock-absorbing performance of the glass curtain wall and reducing the difficulty of installation.

[0005] In order to achieve the above-mentioned purpose, the technical solution of the present invention is: a flexible shock-absorbing connection structure of the glass curtain wall of a super high-rise building, which is used for connecting the glass curtain wall and the supporting structure, including a transition tube assembly, a rigid claw and a docking joint; the transition tube assembly includes a top transition tube, a middle transition tube and a bottom transition tube arranged in series, and the middle transition tube is connected to the top transition tube / bottom transition tube respectively through a double-ball connecting rod; the double-ball connecting rod includes an intermediate rod and a ball head respectively fixedly connected to the two ends of the intermediate rod by threads, and the ball diameter of each ball head is larger than the outer diameter of the intermediate rod; the two ends of the middle transition tube and the inner end of the top transition tube / bottom transition tube are respectively provided with axial countersunk holes, the aperture of the axial countersunk hole is consistent with the ball diameter of the ball head, and the outer end of the axial countersunk hole is provided with a ball with a center through The end plate of the hole, the aperture of the central through hole is smaller than the ball diameter of the ball head and larger than the outer diameter of the intermediate rod; the ball head at one end of the double-ball connecting rod is arranged in the axial countersunk hole of the middle transfer tube, and the ball head at the other end is arranged in the axial countersunk hole of the top transfer tube / bottom transfer tube, and the intermediate rods pass through the central through hole respectively, and a spring member for applying an external thrust to the end plate is arranged between the ball head and the end plate, so that the two ends of the middle transfer tube are elastically close to the inner ends of the top transfer tube / bottom transfer tube respectively; the rigid claw member includes a plurality of claw legs radially connected to the outside of the central claw body, the outer end of the bottom transfer tube is connected to the central claw body, and the docking joints are respectively arranged at the outer ends of each claw leg and used for fixing to the glass curtain wall; the outer end of the top transfer tube is provided with an outer end interface connected to the supporting structure.

[0006] Optionally, the top transition tube includes an upper threaded interface tube section and an upper axial countersunk tube section that are threadedly connected. The upper threaded interface tube section and the upper axial countersunk tube section constitute a central through structure. The upper threaded interface tube section is used to connect the support structure, and the upper axial countersunk tube section is used to connect the middle transition tube.

[0007] Optionally, the bottom adapter tube includes a threaded lower threaded interface tube section and a lower axial countersunk tube section, the lower threaded interface tube section and the axial countersunk tube section constitute a central structure, the lower threaded interface tube section is used to connect the rigid claw member, and the lower axial countersunk tube section is used to connect the middle adapter tube.

[0008] Optionally, the intermediate transfer tube includes two intermediate axial counterbore tube sections threadedly connected, the two intermediate axial counterbore tube sections constitute a central through structure, one of the two intermediate axial counterbore ends is used to connect to the top transfer tube, and the other is used to connect to the bottom transfer tube.

[0009] Optionally, half of the length of the intermediate rod is less than the length of the axial counterbore, so that the ball head has axial freedom of movement in the axial counterbore.

[0010] Optionally, in a natural state, the top transfer tube, the middle transfer tube and the bottom transfer tube are elastically pressed against each other by the action of a spring member; under the action of a tensile force, the top transfer tube, the middle transfer tube and the bottom transfer tube are separated from each other, and the middle transfer tube has a small range of rotational freedom relative to the top transfer tube, and the bottom transfer tube has a small range of rotational freedom relative to the middle transfer tube.

[0011] Optionally, the intermediate rod is a spindle structure that is thick in the middle and thin at both ends. The middle part of the intermediate rod is equal in size to the central through hole of the end plate and fits tightly, so that the middle transfer tube and the top transfer tube / bottom transfer tube maintain a coaxial tightening state when they are tightened; the two ends of the intermediate rod are slightly smaller than the central hole of the end plate and fit loosely, so that when the top transfer tube, the middle transfer tube and the bottom transfer tube are separated from each other, the middle transfer tube has a small range of rotational freedom relative to the top transfer tube, and the bottom transfer tube has a small range of rotational freedom relative to the middle transfer tube.

[0012] Optionally, a threaded hole is provided near the outer end of the cylinder outside the axial countersunk hole, the end plate is an adjustable end plate, and the outer periphery of the adjustable end plate is provided with an external thread engaged with the threaded hole, and the height of the external thread is smaller than the height of the threaded hole.

[0013] Optionally, external threads are provided at both ends of the intermediate rod, and the ball head is provided with a threaded through hole adapted to the external threads. The height of the stud is greater than the height of the threaded through hole, so that the position of the ball head relative to the intermediate rod can be adjusted to achieve preload adjustment of the spring component.

[0014] Optionally, a locking nut is provided between the intermediate rod and the ball head, the outer diameter of the nut is larger than the outer diameter of the spring member, and the spring is provided between the locking nut and the end plate.

[0015] Compared with the existing technology, the technical advantages of the flexible shock-absorbing connection structure of the glass curtain wall of a super high-rise building provided by the present invention are mainly reflected in that the middle transfer tube and the top transfer tube / bottom transfer tube of the transfer tube assembly are respectively connected by double-ball connecting rods, and a spring member is arranged between the ball head of the middle rod and the end cover of the axial countersunk hole. In the natural state, the two ends of the middle transfer tube are elastically pressed against the inner ends of the top transfer tube / bottom transfer tube respectively. Under the action of tension, the top transfer tube, the middle transfer tube and the bottom transfer tube are separated from each other, and have the characteristics of being retractable, self-resetting and able to rotate slightly. The outer end of the top transfer tube is connected to the supporting structure, and the outer end of the bottom transfer tube is fixed to the glass curtain wall through a rigid claw joint. It has the characteristics of good shock-absorbing performance and low installation difficulty. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The present invention will be further described in detail below with reference to the accompanying drawings and specific implementation methods. The drawings described herein are used to provide a further understanding of the present invention and constitute a part of this application. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention.

[0017] Figure 1 The figure is a structural diagram of an embodiment of a flexible vibration-absorbing connection structure for a glass curtain wall of a super high-rise building.

[0018] Figure 2 It is a structural schematic diagram of an embodiment of a transfer cylinder assembly in a combined state.

[0019] Figure 3 It is a structural schematic diagram of an embodiment of a adapter cylinder assembly in a disassembled state.

[0020] Figure 4 The figure is a structural diagram of an embodiment of a double-ball connecting rod in a disassembled state.

[0021] Figure 5 It is a structural schematic diagram of an embodiment of an axial countersunk hole provided with an adjustable end plate.

[0022] In the figure, 1 is the top adapter tube, 11 is the upper threaded interface tube section, 12 is the upper axial countersunk tube section, 2 is the middle adapter tube, 21 and 22 are the middle axial countersunk tube sections, 3 is the bottom adapter tube, 31 is the lower axial countersunk tube section, 32 is the lower threaded interface tube section, 4 is the double-ball connecting rod, 41 is the ball head, 42 is the middle rod, 5 is the spring part, 6 is the rigid claw body, 7 is the docking joint, 8 is the adjustable end plate, 9 is the axial countersunk hole, and 10 is the middle through hole. DETAILED DESCRIPTION

[0023] The glass curtain walls of super-high-rise buildings are typically perforated with stainless steel cast steel claws, which are then attached to the supporting structure. These claws are too rigid overall, making them ineffective at dissipating energy and absorbing shock when subjected to excessive wind loads, earthquakes, or rain-induced vibrations, leading to the risk of deformation and fracture. Furthermore, they lack the ability to accommodate various angles and sizes during installation, further complicating installation.

[0024] To this end, the present invention provides a flexible, shock-absorbing connection structure for a super-high-rise building glass curtain wall, used to connect the glass curtain wall to a supporting structure, thereby improving the shock absorption performance of the glass curtain wall and reducing the difficulty of installation. The specific embodiments of the present invention are described in detail below with reference to the accompanying drawings. Obviously, the described embodiments are only some of the embodiments of the present invention, and are not intended to be exhaustive. The following description of at least one exemplary embodiment is merely illustrative and in no way limits the present invention, its application, or use. Unless otherwise specified, the relative arrangement of components and steps, numerical expressions, and numerical values ​​described in these embodiments do not limit the scope of the present invention.

[0025] like Figures 1 to 4As shown, the flexible shock-absorbing connection structure of the glass curtain wall of a super high-rise building provided by the present invention is used for the connection between the glass curtain wall and the supporting structure, and includes a transition tube assembly, a rigid claw and a docking joint 7; the transition tube assembly includes a top transition tube 1, a middle transition tube 2 and a bottom transition tube 3 arranged in series, and the middle transition tube 2 is connected to the top transition tube 1 / the bottom transition tube 3 respectively through a double-ball connecting rod 4; the double-ball connecting rod 4 includes an intermediate rod 42 and a ball head 41 respectively fixedly connected to both ends of the intermediate rod 42 by threads, and the ball diameter of each ball head 41 is larger than the outer diameter of the intermediate rod 42; the two ends of the middle transition tube 2 and the inner ends of the top transition tube 1 / the bottom transition tube 3 are respectively provided with axial countersunk holes, the aperture of the axial countersunk hole is consistent with the ball diameter of the ball head 41, and the outer end of the axial countersunk hole is provided with an end plate with a center through hole. The diameter of the central through hole is smaller than the ball diameter of the ball head 41 but larger than the outer diameter of the intermediate rod 42. The ball head 41 at one end of the double-ball connecting rod 4 is disposed within the axial counterbore of the middle transition tube 2, and the ball head 41 at the other end is disposed within the axial counterbore of the top transition tube 1 / bottom transition tube 3. The intermediate rod 42 extends through each of the central through holes. A spring member 5 is disposed between the ball head 41 and the end plate to apply an external thrust to the end plate, so that the ends of the middle transition tube 2 elastically abut against the inner ends of the top transition tube 1 / bottom transition tube 3. The rigid claw member includes a plurality of claw legs radially connected to the outside of the central claw body. The outer end of the bottom transition tube 3 is connected to the central claw body. The docking joint 7 is disposed at the outer end of each claw leg and is used to secure it to the glass curtain wall. The outer end of the top transition tube 1 is provided with an outer end interface connected to the support structure. Half the length of the intermediate rod 42 is less than the length of the axial counterbore, so that the ball head 41 has axial freedom of movement within the axial counterbore.

[0026] The flexible, shock-absorbing connection structure for a super-high-rise building glass curtain wall is provided. The connection method involves first inserting the ends of an intermediate rod 42 through the circular holes of a top transition tube 1 and a middle transition tube 2, respectively. Two spring members 5 are then inserted into the steel rod 42 from the inside of each transition tube. A steel ball is then connected so that the ends of the spring 5 rest against the steel ball 41 and the bottom of the tube. The two halves of the top transition tube 1 are then assembled. The other half of the middle transition tube 2 is then connected to the bottom transition tube 3 using the same method. Finally, the middle transition tube 2 is assembled to form a transition tube assembly. In a natural state, the top, middle, and bottom transition tubes 1, 2, and 3 are elastically and tightly attached to each other by the spring members 5. Under tension, the top, middle, and bottom transition tubes 1, 2, and 3 separate from each other, leaving the middle transition tube 2 with a small degree of rotational freedom relative to the top transition tube 1 and the bottom transition tube 3 relative to the middle transition tube 2.

[0027] The provided flexible shock-absorbing connection structure for the glass curtain wall of a super-high-rise building is connected by double-ball connecting rods between the middle transfer tube and the top transfer tube / bottom transfer tube of the transfer tube assembly, and a spring member is arranged between the ball head of the middle rod and the end cover of the axial countersunk hole. In a natural state, the two ends of the middle transfer tube are elastically pressed against the inner ends of the top transfer tube / bottom transfer tube respectively. Under the action of tension, the top transfer tube, the middle transfer tube and the bottom transfer tube are separated from each other. It has the characteristics of being retractable, self-resetting, and able to adapt to slight rotation. The outer end of the top transfer tube is connected to the supporting structure, and the outer end of the bottom transfer tube is fixed to the glass curtain wall through a rigid claw joint. It has the characteristics of good shock-absorbing performance and low installation difficulty.

[0028] like Figure 3 As shown, in a preferred embodiment, the top adapter tube 1 includes an upper threaded interface tube section 11 and an axial countersunk tube section 12 that are threadedly connected. The upper threaded interface tube section 11 and the upper axial countersunk tube section 12 constitute a central through structure. The upper threaded interface tube section 11 is used to connect the supporting structure, and the axial countersunk tube section is used to connect the middle adapter tube 2. In the process of installing the double-ball connecting rod to the top adapter tube, after the ball is installed into the axial countersunk hole, the upper threaded interface tube section and the axial countersunk tube section are threadedly connected to facilitate the installation of the ball in the axial countersunk hole of the top adapter tube 1. Among them, the bottom adapter tube 3 includes a lower threaded interface tube section 32 and a lower axial countersunk tube section 31 that are threadedly connected. The lower threaded interface tube section 32 and the axial countersunk tube section constitute a center-through structure. The lower threaded interface tube section 32 is used to connect the rigid claw member, and the axial countersunk section is used to connect the middle adapter tube 2. In the process of installing the double-ball connecting rod to the bottom adapter tube, after the ball is installed into the axial countersunk hole, the lower threaded interface tube section 32 and the lower axial countersunk tube section 31 are threadedly connected to facilitate the installation of the ball into the axial countersunk hole of the bottom adapter tube. Among them, the intermediate transfer tube 2 includes two intermediate axial countersunk tube sections 21 and 22 that are threadedly connected. The two intermediate axial countersunk tube sections 21 and 22 constitute a central through structure. One of the two intermediate axial countersunk tube sections 21 and 22 is used to connect the top transfer tube 1, and the other is used to connect the bottom transfer tube. In the process of installing the double-ball connecting rod to the bottom transfer tube, the two balls are respectively installed into the axial countersunk holes, and then the two intermediate axial countersunk tube sections 21 and 22 are threadedly connected to facilitate the installation of the balls into the axial countersunk holes of the bottom transfer tube.

[0029] In some preferred embodiments, the intermediate rod 42 is a spindle structure that is thick in the middle and thin at both ends. The middle part of the intermediate rod 42 is equal in size to the central through hole of the end plate and fits tightly, so that the middle transfer tube 2 and the top transfer tube 1 / bottom transfer tube 3 maintain a coaxial tightening state when they are tightened; the two ends of the intermediate rod 42 are slightly smaller than the central hole of the end plate and fit loosely, so that when the top transfer tube 1, the middle transfer tube 2 and the bottom transfer tube 3 are separated from each other, the middle transfer tube 2 has a small range of rotational freedom relative to the top transfer tube 1, and the bottom transfer tube 3 has a small range of rotational freedom relative to the middle transfer tube 2. The above-mentioned structure has the structural feature that the middle rod is thick in the middle and thin at both ends. In the natural state, when the adapter tube assembly is in a tightened state, the thicker part in the middle of the middle rod is in close contact with the central through hole of the end plate, which can maintain a precise position perpendicular to the axial direction without natural sagging, and maintains the accurate position of the connected glass curtain wall without the problem of up and down misalignment; under the action of wind load and vibration load, when the adapter tube assembly is in an extended state, the thinner parts at both ends of the middle rod are loosely fitted with the central through holes of the end plates, so that the middle adapter tube has a small range of rotational freedom relative to the top adapter tube and the bottom adapter tube has a small range of rotational freedom relative to the middle adapter tube, so that the glass curtain wall connected to the rigid grip body can rotate within a small range relative to the supporting structure, that is, the displacement freedom of the glass curtain wall relative to the supporting structure is increased within a small range, thereby increasing the flexibility of the connection, facilitating installation, and being able to better adapt to wind load and vibration load environments, avoiding the problem of cracking caused by the completely rigid connection of the rigid glass claw connecting the glass in the prior art that cannot adapt to wind load and vibration load, thereby improving the safety of the connection.

[0030] like Figure 4 and Figure 5 In some preferred embodiments, a threaded hole is provided near the outer end of the cylinder outside the axial countersunk hole 9, an external thread engaging with the threaded hole is provided on the outer periphery of the adjustable end plate 8, and a central through hole 10 is provided in the middle of the adjustable end plate, wherein the height of the external thread is less than the height of the threaded hole. Specifically, external threads are provided at both ends of the intermediate rod 42, and the ball head 41 is provided with a threaded through hole adapted to the external threads. The height of the stud is greater than the height of the threaded through hole, so that the position of the ball head 41 relative to the intermediate rod 42 is adjustable, thereby achieving preload adjustment of the spring member 5. Furthermore, a locking nut is provided between the intermediate rod 42 and the ball head 41, wherein the outer diameter of the nut is greater than the outer diameter of the spring member 5, and the spring is provided between the locking nut and the end plate.

[0031] This embodiment can adjust the preload of the spring by adjusting the upper and lower positions of the adjustable end plate 8 in the axial countersunk hole and the position of the ball head in the middle rod, so as to flexibly adapt to different installation requirements. For example, in the installation process of some glass curtain walls, that is, under the action of the same external wind load or vibration load, it is necessary to make the elongation of the adapter tube assembly smaller, and the preload of the spring can be increased. At this time, it is necessary to adjust the end plate along the threaded hole toward the inside of the axial countersunk hole, or adjust the ball head toward the middle direction of the middle rod, both of which can increase the compression of the spring. In this way, when the spring is subjected to the same load, the elongation changes less, thereby increasing the rigidity of the adapter tube assembly. On the contrary, during the installation of some glass curtain walls, that is, under the action of the same external wind load or vibration load, it is necessary to make the elongation of the adapter tube assembly larger, and the preload force of the spring can be reduced. At this time, the end plate can be adjusted along the threaded hole toward the outside of the axial countersunk hole, or the ball head can be adjusted in the direction away from the middle of the middle rod, both of which can reduce the compression of the spring. In this way, when the spring is subjected to the same load, the elongation changes greatly, reducing the rigidity of the adapter tube assembly.

[0032] It should be noted that the above drawings and specific embodiments are only for illustrating the present invention and the present invention is not limited thereto. Minor changes to the present invention within the essence and scope of the invention defined by the claims of the present invention fall within the scope of protection of the present invention.

Claims

1. A flexible shock-absorbing connection structure for a super high-rise building glass curtain wall, used to connect the glass curtain wall to a supporting structure, characterized by: It includes a transfer tube assembly, a rigid claw and a docking joint (7); The transfer cylinder assembly comprises a top transfer cylinder (1), a middle transfer cylinder (2) and a bottom transfer cylinder (3) arranged in series, wherein the middle transfer cylinder (2) is connected to the top transfer cylinder (1) / the bottom transfer cylinder (3) via a double-ball connecting rod (4). The double-ball connecting rod (4) comprises an intermediate rod (42) and ball heads (41) respectively fixedly connected to both ends of the intermediate rod (42) by threads, and the ball diameter of each ball head (41) is larger than the outer diameter of the intermediate rod (42); Axial countersunk holes are respectively provided at both ends of the middle transfer tube (2) and the inner ends of the top transfer tube (1) / bottom transfer tube (3), wherein the diameter of the axial countersunk hole is consistent with the ball diameter of the ball head (41), and an end plate with a central through hole is provided at the outer end of the axial countersunk hole, wherein the diameter of the central through hole is smaller than the ball diameter of the ball head (41) and larger than the outer diameter of the intermediate rod (42); One end ball head (41) of the double-ball connecting rod (4) is arranged in the axial counterbore of the middle transfer tube (2), and the other end ball head (41) is arranged in the axial counterbore of the top transfer tube (1) / bottom transfer tube (3); the intermediate rod (42) passes through the central through hole respectively; a spring member (5) for applying an external thrust to the end plate is arranged between the ball head (41) and the end plate, so that the two ends of the middle transfer tube (2) are elastically pressed against the inner ends of the top transfer tube (1) / bottom transfer tube (3); The rigid claw member comprises a plurality of claw legs radially connected to the outside of the central claw body, the outer end of the bottom adapter tube (3) is connected to the central claw body, and the docking joint (7) is respectively arranged at the outer end of each claw leg and is used for fixing to the glass curtain wall; The outer end of the top adapter tube (1) is provided with an outer end interface connected to the support structure; Half of the length of the intermediate rod (42) is less than the length of the axial counterbore, so that the ball head (41) has axial freedom of movement in the axial counterbore; the intermediate rod (42) is a spindle structure with a thick middle and thin ends, and the middle part of the intermediate rod (42) is equal in size to the central through hole of the end plate and fits tightly, so that the middle transfer tube (2) and the top transfer tube (1) / bottom transfer tube (3) maintain a coaxial tightening state when tightened; the two ends of the intermediate rod (42) are smaller than the central through hole of the end plate and fit loosely, so that the top transfer tube (1) and the bottom transfer tube (3) are coaxially tightened. When the tube (1), the middle transfer tube (2) and the bottom transfer tube (3) are separated from each other, the middle transfer tube (2) has a small range of rotational freedom relative to the top transfer tube (1), and the bottom transfer tube (3) has a small range of rotational freedom relative to the middle transfer tube (2); both ends of the intermediate rod (42) are provided with external threads, and the ball head (41) is provided with a threaded through hole adapted to the external threads. The height of the external thread of the intermediate rod (42) is greater than the height of the threaded through hole, so that the position of the ball head (41) relative to the intermediate rod (42) is adjustable, thereby realizing the preload adjustment of the spring member (5); A locking nut is provided between the intermediate rod (42) and the ball head (41), the outer diameter of the locking nut being greater than the outer diameter of the spring member (5), and the spring member being provided between the locking nut and the end plate.

2. The flexible vibration-damping connection structure for the glass curtain wall of a super high-rise building according to claim 1 is characterized in that: The top transition tube (1) comprises an upper threaded interface tube section (11) and an upper axial countersunk tube section (12) that are threadedly connected. The upper threaded interface tube section (11) and the upper axial countersunk tube section (12) form a central through structure. The upper threaded interface tube section (11) is used to connect to the support structure, and the upper axial countersunk tube section is used to connect to the middle transition tube (2).

3. The flexible vibration-damping connection structure for a super high-rise building glass curtain wall according to claim 1 is characterized in that: The bottom adapter tube (3) comprises a threaded lower threaded interface tube section (32) and a lower axial countersunk tube section (31), wherein the lower threaded interface tube section (32) and the lower axial countersunk tube section (31) form a through structure, the lower threaded interface tube section (32) is used to connect to the rigid claw member, and the lower axial countersunk tube section is used to connect to the middle adapter tube (2).

4. The flexible vibration-damping connection structure for a super high-rise building glass curtain wall according to claim 1 is characterized in that: The intermediate transfer tube (2) comprises two intermediate axial countersunk tube sections that are threadedly connected, the two intermediate axial countersunk tube sections forming a central through structure, one of the two intermediate axial countersunk tube sections being used to connect to the top transfer tube (1), and the other being used to connect to the bottom transfer tube (3).

5. The flexible vibration-damping connection structure for a super high-rise building glass curtain wall according to claim 1 is characterized in that: In a natural state, the top transfer tube (1), the middle transfer tube (2) and the bottom transfer tube (3) are elastically pressed against each other by the action of the spring member (5); under the action of a tensile force, the top transfer tube (1), the middle transfer tube (2) and the bottom transfer tube (3) are separated from each other, and the middle transfer tube (2) has a small range of rotational freedom relative to the top transfer tube (1), and the bottom transfer tube (3) has a small range of rotational freedom relative to the middle transfer tube (2).

6. The flexible vibration-damping connection structure for a super high-rise building glass curtain wall according to claim 1 is characterized in that: A threaded hole is provided near the outer end of the cylinder outside the axial countersunk hole (9); the end plate is an adjustable end plate (8); an outer circumference of the adjustable end plate (8) is provided with an external thread engaged with the threaded hole; the height of the external thread engaged with the threaded hole is smaller than the height of the threaded hole.

Images