Dry-hanging glass curtain wall construction structure
By introducing flexible connections and shock-absorbing mechanisms into dry-hanging glass curtain walls, the structural fragility problem of traditional dry-hanging glass curtain walls under strong earthquakes is solved, achieving higher seismic resistance and safety.
Patent Information
- Application Number
- CN202511111471.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-08-08
- Publication Date
- 2025-09-16
AI Technical Summary
Traditional dry-hanging glass curtain walls have fragility in seismic design and stability issues at the connection between the glass curtain panels and the keel, which makes them prone to structural damage during strong earthquakes.
Expansion screws are used in the concrete wall to fix the fixed plates, and a flexible connection is achieved through spherical joints and support mechanisms. Horizontal and vertical shock-absorbing mechanisms are combined to consume seismic energy, dampers and springs are used to absorb vibration impacts, and polyurethane rubber buffer gaskets buffer the displacement of the glass curtain panels.
Effectively reduce structural damage during earthquakes, lower the risk of glass falling, improve the impact resistance and structural stability of curtain walls, extend service life, and reduce repair costs.
Smart Images
Figure CN120649602A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of glass curtain wall structures, in particular to a dry-hanging glass curtain wall structure. Background Art
[0002] Building safety in earthquake-prone areas is a global priority. While traditional dry-hang glass curtain walls enhance the aesthetics and durability of building exteriors, they suffer from significant shortcomings in seismic design, particularly the fragility of the keel system and the stability of the connection between the glass curtain panels and the keel.
[0003] Existing dry-hang glass curtain walls typically use highly rigid steel as the main frame and connect the glass panels using welding or bolting. This design is prone to structural damage in the event of a strong earthquake. When encountering a strong earthquake, traditional dry-hang glass curtain wall structures are often unable to withstand the severe vibration and displacement caused by the earthquake, causing the keel to twist and break, and the glass curtain panels to fall off, which in turn leads to serious safety accidents and expensive repair costs. Summary of the Invention
[0004] In response to the shortcomings of the existing technology, the present invention provides a dry-hang glass curtain wall structure, which solves the problem that the existing dry-hang glass curtain wall usually uses rigid steel as the main frame and connects the glass curtain panels by welding or bolting. This design is prone to structural damage in the event of a strong earthquake.
[0005] To achieve the above objectives, the present invention is implemented through the following technical solutions: A dry-hanging glass curtain wall structure comprises a concrete wall, wherein the interior of the concrete wall is fixedly connected with an expansion screw, the outer wall of the expansion screw is fixedly connected with a fixing plate, the outer wall of the fixing plate is fixedly connected with a fixing block, the interior of the fixing block is rotatably connected with a spherical joint, the outer wall of the spherical joint is fixedly connected with a connecting rod, the outer wall of the connecting rod is fixedly connected with a connecting plate, the outer wall of the connecting plate is fixedly connected with an L-shaped welding plate, the outer wall of the L-shaped welding plate is fixedly connected with a vertical keel, the outer wall of the vertical keel is fixedly connected with a transverse keel, the upper surface of the transverse keel is provided with an angle code, the inner surface of the angle code is threadedly connected with an adjusting bolt, the outer wall of the adjusting bolt is threadedly connected to the interior of the transverse keel, the outer wall of the angle code is connected with a back bolt hanger, the inner surface of the back bolt hanger is fixedly connected with a back bolt 1, the outer wall of the back bolt 1 is fixedly connected to the glass curtain panel, the outer wall of the vertical keel is provided with a transverse shock absorbing mechanism, the outer wall of the transverse keel is provided with a vertical shock absorbing mechanism, and the interior of the connecting plate is provided with a supporting mechanism.
[0006] By adopting the above technical solutions, the lateral shock-absorbing mechanism and the vertical shock-absorbing mechanism respectively target horizontal and vertical earthquake effects, consume seismic energy, reduce vibration amplitude, and improve the impact resistance of the curtain wall. The spherical joint allows the connecting plate to rotate and adjust the angle. The support mechanism provides continuous support force through the elastic deformation of spring 1, buffering the relative displacement between the connecting plate and the fixed plate. The two cooperate with each other to release structural stress through the rotation characteristics of the spherical joint, and at the same time absorb vibration impact with the help of the elastic deformation of the support mechanism, effectively dispersing the load and avoiding node damage caused by sudden displacement changes.
[0007] Preferably, the supporting mechanism includes a short column, the outer wall of the short column is slidably connected to the inside of the connecting plate, the outer wall of the short column is fixedly connected to a fixed column, the outer wall of the fixed column is connected to the outer wall of the connecting plate, the outer wall of the short column is fixedly connected to a stop block, and the outer wall of the stop block abuts against the outer wall of the fixed plate.
[0008] Preferably, the support mechanism further includes a spring 1, one end of the spring 1 is fixedly connected to the inside of the stop block, and the other end of the spring 1 is fixedly connected to the outer wall of the connecting plate.
[0009] Preferably, the lateral shock-absorbing mechanism includes a welding plate 1, the outer wall of the welding plate 1 is fixedly connected to the outer wall of the vertical keel, the outer wall of the welding plate 1 is fixedly connected to the mounting plate 1, the outer wall of the mounting plate 1 is provided with one end of the damper, the other end of the damper is rotatably connected to the mounting plate 2, and the outer wall of the mounting plate 2 is fixedly connected to the outer wall of the concrete wall.
[0010] Preferably, the vertical shock absorbing mechanism includes a second welding plate, the outer wall of the second welding plate is fixedly connected to the outer wall of the transverse keel, the lower surface of the second welding plate is fixedly connected to a support block, and the outer wall of the support block is rotatably connected to a support rod.
[0011] Preferably, the vertical shock absorbing mechanism further comprises a sliding block, the outer wall of the sliding block is rotatably connected to the inner wall of the support rod, and the outer wall of the sliding block is slidably connected to a guide column.
[0012] Preferably, the outer wall of the guide column is slidably connected to a spring 2, one end of the spring 2 is fixedly connected to the outer wall of the sliding block, the other end of the spring 2 is fixedly connected to a fixed rod, and the outer wall of the guide column is fixedly connected to the inside of the fixed rod.
[0013] Preferably, the outer wall of the fixing rod is fixedly connected to the mounting plate three, and the outer wall of the mounting plate three is fixedly connected to the outer wall of the concrete wall.
[0014] Preferably, a polyurethane rubber buffer gasket is provided on the inner wall of the back bolt hanger, and the outer wall of the polyurethane rubber buffer gasket is connected to the outer wall of the corner bracket.
[0015] Preferably, the present application also provides a method for installing a dry-hanging glass curtain wall structure, comprising the following steps: S1, expansion screws, fixing plates, fixing blocks, spherical joints, and connecting plates are integrated into the design. During installation, the fixing plates are firmly fixed by inserting the expansion screws into the concrete wall. Then, L-shaped welding plates are welded above the connecting plates. The vertical keels are installed in the gaps between the L-shaped welding plates. After the vertical keels are welded, the horizontal keels are welded to the outside of the vertical keels. S2, then the transverse shock absorber is fixed and installed. The transverse shock absorber is pre-assembled, and then the welding plate 1 is welded to the middle of the vertical keel. Then, the mounting plate 1 is fixed to the outer wall of the welding plate 1 with screws, and the mounting plate 2 is fixed to the outer wall of the concrete wall with screws. The fixed installation of the transverse shock absorber is completed; S3, then install the vertical shock absorbing mechanism. The vertical shock absorbing mechanism is pre-assembled, and then the welding plate 2 is welded to the outer wall of the horizontal keel, and then the mounting plate 3 is fixed to the outer wall of the concrete wall by bolts, and the installation of the vertical shock absorbing mechanism is completed; S4, finally install the glass curtain panel. Fix the angle bracket to the transverse keel by adjusting the bolts. Then, firmly fix the polyurethane rubber buffer gasket to the glass curtain panel by using the back bolt. Then, drive the polyurethane rubber buffer gasket through the glass curtain panel to snap into the outer wall of the angle bracket to complete the installation of the glass curtain panel.
[0016] The present invention provides a dry-hanging glass curtain wall structure. It has the following beneficial effects: 1. The present invention realizes a flexible connection between the connecting plate and the fixing plate by rotatably connecting the fixing block and the spherical joint, so that the connecting rod can produce angular displacement due to earthquake or temperature deformation, thereby realizing a flexible connection between the connecting plate and the fixing plate, thereby effectively releasing horizontal and vertical stresses and avoiding structural cracking caused by rigid connection. At the same time, the elastic deformation of the support mechanism absorbs vibration impact, effectively dispersing the load and avoiding node damage caused by sudden displacement changes.
[0017] 2. The lateral shock-absorbing mechanism of the present invention effectively reduces the horizontal displacement and torsional deformation of the vertical and transverse keels through rigid connection force transmission and damping energy dissipation, prevents them from falling off due to severe vibration, improves the safety of the curtain wall in a strong earthquake environment, and at the same time reduces the repair cost after structural damage and extends the service life of the curtain wall.
[0018] 3. When the curtain wall of the present invention produces vertical displacement due to an earthquake, the support rod can rotate around the support block, driving the sliding block to slide on the guide column, causing the spring 2 provided on the guide column to deform through compression or tension, thereby buffering the impact force generated by the vertical vibration and converting the kinetic energy into the elastic potential energy of the spring. Through the rotation support and spring buffering, the stress concentration caused by the vertical displacement of the transverse and vertical keels is reduced, thereby improving the impact resistance and structural stability of the curtain wall during earthquakes.
[0019] 4. The present invention uses the elastic deformation of the polyurethane rubber buffer gasket to cushion the relative displacement and impact force between the glass curtain panel and the transverse keel during an earthquake, thereby reducing stress concentration at the back bolt connection, improving the flexibility of the connection between the glass curtain panel and the hanger, reducing the risk of glass cracking or falling off due to rigid connection, and enhancing the seismic resistance and structural stability of the curtain wall. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 A perspective view of the present invention; Figure 2 This is a schematic diagram of the local structure of the transverse keel of the present invention; Figure 3 This is a schematic diagram of the partial structure of the second mounting plate of the present invention; Figure 4 This is a schematic diagram of the partial structure of the polyurethane rubber buffer gasket of the present invention; Figure 5 It is a schematic diagram of the local structure of the fixing block of the present invention; Figure 6 This is a schematic diagram of the partial structure of the L-shaped welding plate of the present invention; Figure 7 It is a cross-sectional schematic diagram of the internal structure of the fixing block of the present invention; Figure 8 It is a schematic diagram of the local structure of the damper of the present invention; Figure 9 It is a schematic diagram of the local structure of the support rod of the present invention; Figure 10 The present invention is a flow chart of an installation method of a dry-hanging glass curtain wall structure.
[0021] Among them, 1. Concrete wall; 2. Expansion screws; 3. Fixing plate; 4. Fixing block; 5. Spherical joint; 6. Connecting plate; 7. L-shaped welding plate; 8. Vertical keel; 9. Horizontal keel; 10. Angle code; 11. Adjusting bolt; 12. Back bolt hanger; 13. Back bolt 1; 14. Polyurethane rubber buffer gasket; 15. Glass curtain panel; 16. Short column; 17. Fixed column; 18. Block; 19. Spring 1; 20. Welding plate 1; 21. Mounting plate 1; 22. Damper; 23. Mounting plate 2; 24. Welding plate 2; 25. Mounting plate 3; 26. Fixing rod; 27. Guide column; 28. Sliding block; 29. Spring 2; 30. Support rod; 31. Support block; 32. Connecting rod. DETAILED DESCRIPTION
[0022] The following will clearly and completely describe the technical solution of the present invention in conjunction with the accompanying drawings. Obviously, the embodiments described are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0023] Please see the attached Figure 1 - Attachment Figure 9 The embodiment of the present invention provides a dry-hanging glass curtain wall structure, including a concrete wall 1, wherein the interior of the concrete wall 1 is fixedly connected with an expansion screw 2, the outer wall of the expansion screw 2 is fixedly connected with a fixing plate 3, the outer wall of the fixing plate 3 is fixedly connected with a fixing block 4, the interior of the fixing block 4 is rotatably connected with a spherical joint 5, the outer wall of the spherical joint 5 is fixedly connected with a connecting rod 32, the outer wall of the connecting rod 32 is fixedly connected with a connecting plate 6, the outer wall of the connecting plate 6 is fixedly connected with an L-shaped welding plate 7, the outer wall of the L-shaped welding plate 7 is fixedly connected with a vertical keel 8, and the vertical keel The outer wall of 8 is fixedly connected with a transverse keel 9, and the upper surface of the transverse keel 9 is provided with an angle code 10. The internal thread of the angle code 10 is connected with an adjusting bolt 11. The outer wall of the adjusting bolt 11 is threadedly connected to the inside of the transverse keel 9. The outer wall of the angle code 10 is connected with a back bolt hanger 12. The inside of the back bolt hanger 12 is fixedly connected with a back bolt 13. The outer wall of the back bolt 13 is fixedly connected with a glass curtain panel 15. The outer wall of the vertical keel 8 is provided with a transverse shock absorbing mechanism, the outer wall of the transverse keel 9 is provided with a vertical shock absorbing mechanism, and the interior of the connecting plate 6 is provided with a supporting mechanism.
[0024] Specifically, the concrete wall 1 serves as the basic support, and the fixed plate 3 is firmly fixed by the expansion screw 2 to provide a reliable anchoring base point. The rotation connection between the fixed block 4 and the spherical joint 5 allows the connecting rod 32 to produce angular displacement due to earthquake or temperature deformation, thereby realizing a flexible connection between the connecting plate 6 and the fixed plate 3, thereby effectively releasing horizontal and vertical stresses and avoiding structural cracking caused by rigid connection. The connecting plate 6 fixes the vertical keel 8 and the horizontal keel 9 through the L-shaped welding plate 7 to form a load-bearing frame. The angle code 10 is connected to the horizontal keel 9 through the adjusting bolt 11, and the glass curtain panel 15 is fixed by the back bolt hanger 12 and the back bolt 13. The polyurethane rubber buffer on the inner wall of the back bolt hanger 12 is used. The gasket 14 elastically buffers the relative displacement between the glass curtain panel 15 and the horizontal keel 9, reduces stress concentration, and prevents the glass curtain panel 15 from falling off. The horizontal shock-absorbing mechanism and the vertical shock-absorbing mechanism respectively target horizontal and vertical earthquakes, consume earthquake energy, reduce vibration amplitude, and enhance the impact resistance of the curtain wall. The spherical joint 5 allows the connecting plate 6 to rotate and adjust the angle. The support mechanism provides continuous support force through the elastic deformation of the spring 19, buffering the relative displacement between the connecting plate 6 and the fixed plate 3. The two cooperate with each other to release structural stress through the rotation characteristics of the spherical joint 5. At the same time, the elastic deformation of the support mechanism absorbs vibration shock, effectively disperses the load, and avoids node damage caused by sudden displacement.
[0025] Please see the attached Figure 1 - Attachment Figure 7 The supporting mechanism includes a short column 16, the outer wall of the short column 16 is slidably connected to the inside of the connecting plate 6, the outer wall of the short column 16 is fixedly connected to a fixed column 17, the outer wall of the fixed column 17 is connected to the outer wall of the connecting plate 6, the outer wall of the short column 16 is fixedly connected to a block 18, and the outer wall of the block 18 abuts against the outer wall of the fixed plate 3; the supporting mechanism also includes a spring 19, one end of the spring 19 is fixedly connected to the inside of the block 18, and the other end of the spring 19 is fixedly connected to the outer wall of the connecting plate 6.
[0026] Specifically, the short column 16 is slidably connected to the inside of the connecting plate 6, one end of which is connected to the outer wall of the connecting plate 6 through the fixed column 17, and the fixed block 18 at the other end abuts against the outer wall of the fixed plate 3 to form a slidable support node. The two ends of the spring 19 are respectively connected to the block 18 and the connecting plate 6, and the elastic force is used to provide continuous support for the connecting plate 6. When preventing the glass curtain panel 15 from being displaced due to earthquakes or temperature changes, the connecting plate 6 drives the short column 16 to slide in the fixed column 17. The spring 19 absorbs the stress generated by the displacement by compression or tension, avoiding structural damage caused by the rigid connection. The flexibility of the connection between the connecting plate 6 and the fixed plate 3 is enhanced through sliding adjustment and spring buffering, which can effectively disperse the load and improve the stability of the overall structure.
[0027] Please see the attached Figure 1 , Attachment Figure 2 and attached Figure 8The lateral shock absorbing mechanism includes a welding plate 20, the outer wall of the welding plate 20 is fixedly connected to the outer wall of the vertical keel 8, the outer wall of the welding plate 20 is fixedly connected to the mounting plate 21, the outer wall of the mounting plate 21 is provided with one end of the damper 22, and the other end of the damper 22 is rotatably connected to the mounting plate 23, and the outer wall of the mounting plate 23 is fixedly connected to the outer wall of the concrete wall 1.
[0028] Specifically, welding plate 1 20 is fixed to the outer wall of vertical keel 8 and serves as the connection base point of the transverse shock-absorbing mechanism. The mounting plate 1 21 is rigidly fixed to the vertical keel 8, so that the horizontal seismic force can be transmitted to the damper 22 through the mounting plate 1 21. One end of the damper 22 is connected to the mounting plate 1 21, and the other end is fixed to the concrete wall 1 through the mounting plate 23. When encountering a horizontal earthquake, the vertical keel 8 is displaced and drives the damper 22 to reciprocate. The viscous medium inside the damper 22 consumes seismic energy through shear or tensile deformation, converting kinetic energy into heat energy loss, thereby significantly reducing the vibration amplitude of the vertical keel 8. In addition, the rotational connection of the damper 22 allows it to swing within a certain angle, avoiding stress concentration caused by the rigid connection. The transverse shock-absorbing mechanism effectively reduces the horizontal displacement and torsional deformation of the vertical keel 8 and the transverse keel 9 through rigid connection force transmission and damping energy consumption, prevents it from falling off due to severe vibration, improves the safety of the curtain wall in a strong earthquake environment, and at the same time reduces the repair cost after structural damage and extends the service life of the curtain wall.
[0029] Please see the attached Figure 1 , Attachment Figure 2 and attached Figure 9 The vertical shock absorbing mechanism includes a second welding plate 24, the outer wall of the second welding plate 24 is fixedly connected to the outer wall of the transverse keel 9, the lower surface of the second welding plate 24 is fixedly connected to a support block 31, and the outer wall of the support block 31 is rotatably connected to the support rod 30; the vertical shock absorbing mechanism also includes a sliding block 28, the outer wall of the sliding block 28 is rotatably connected to the inner wall of the support rod 30, and the outer wall of the sliding block 28 is slidably connected to the guide column 27; the outer wall of the guide column 27 is slidably connected to a second spring 29, one end of the second spring 29 is fixedly connected to the outer wall of the sliding block 28, and the other end of the second spring 29 is fixedly connected to the fixing rod 26, and the outer wall of the guide column 27 is fixedly connected to the inside of the fixing rod 26; the outer wall of the fixing rod 26 is fixedly connected to a third mounting plate 25, and the outer wall of the third mounting plate 25 is fixedly connected to the outer wall of the concrete wall 1.
[0030] Specifically, the second welding plate 24 is fixed to the outer wall of the horizontal keel 9 and serves as the support point of the vertical shock-absorbing mechanism. The support block 31 on its lower surface is rotatably connected to the support rod 30 to form a movable support node. When the curtain wall is vertically displaced due to an earthquake, the support rod 30 can rotate around the support block 31, driving the sliding block 28 to slide on the guide column 27, prompting the second spring 29 provided on the guide column 27 to deform through compression or tension, buffering the impact force generated by the vertical vibration, and converting the kinetic energy into the elastic potential energy of the spring. The fixing rod 26 and the mounting plate three 25 fix the guide column 27 and the second spring 29 to the concrete wall 1, ensuring that the entire shock-absorbing mechanism is firmly connected to the main body of the building, reducing the stress concentration caused by the vertical displacement of the horizontal keel 9 through rotating support and spring buffering, and improving the impact resistance and structural stability of the curtain wall during earthquakes.
[0031] Please see the attached Figure 1 , Attachment Figure 2 and attached Figure 4 The inner wall of the back bolt hanger 12 is provided with a polyurethane rubber buffer gasket 14 , and the outer wall of the polyurethane rubber buffer gasket 14 is connected to the outer wall of the corner code 10 .
[0032] Specifically, the polyurethane rubber buffer gasket 14 provided on the inner wall of the back bolt hanger 12 has its outer wall connected to the outer wall of the corner bracket 10. The polyurethane rubber buffer gasket 14 can cushion the relative displacement and impact force between the glass curtain panel 15 and the transverse keel 9 during an earthquake through the elastic deformation of the rubber, thereby reducing stress concentration at the connection between the back bolt 13, improving the flexibility of the connection between the glass curtain panel 15 and the hanger, reducing the risk of glass cracking or falling off due to a rigid connection, and enhancing the seismic performance and structural stability of the curtain wall.
[0033] Please see the attached Figure 10 This embodiment also provides a method for installing a dry-hanging glass curtain wall structure, comprising the following steps: S1, expansion screws 2, fixing plates 3, fixing blocks 4, spherical joints 5 and connecting plates 6 are designed as an integrated whole. During installation, the expansion screws 2 are inserted into the interior of the concrete wall 1 to firmly fix the fixing plates 3. Then, L-shaped welding plates 7 are welded above the connecting plates 6. The vertical keels 8 are installed in the gaps between the L-shaped welding plates 7. The vertical keels 8 are welded. After the vertical keels 8 are completely welded, the horizontal keels 9 are welded to fix them on the outside of the vertical keels 8. S2, then the transverse shock absorber is fixedly installed. The transverse shock absorber is pre-assembled, and then the welding plate 1 20 is welded to the middle part of the vertical keel 8. Then, the mounting plate 1 21 is fixed to the outer wall of the welding plate 1 20 by screws, and the mounting plate 2 23 is fixed to the outer wall of the concrete wall 1 by screws. The fixed installation of the transverse shock absorber is completed; S3, then the vertical shock absorbing mechanism is installed. The vertical shock absorbing mechanism is pre-assembled, and then the second welding plate 24 is welded to the outer wall of the horizontal keel 9, and then the third mounting plate 25 is fixed to the outer wall of the concrete wall 1 by bolts, and the installation of the vertical shock absorbing mechanism is completed; S4, finally, the glass curtain panel 15 is installed. The angle bracket 10 is fixed to the transverse keel 9 by adjusting the bolt 11. Then, the polyurethane rubber buffer gasket 14 is firmly fixed to the glass curtain panel 15 by the back bolt 13. The polyurethane rubber buffer gasket 14 is driven by the glass curtain panel 15 to snap into the outer wall of the angle bracket 10 to complete the installation of the glass curtain panel 15.
[0034] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.
Claims
1. A dry-hanging glass curtain wall structure, comprising a concrete wall (1), characterized in that: The interior of the concrete wall (1) is fixedly connected to an expansion screw (2), the outer wall of the expansion screw (2) is fixedly connected to a fixing plate (3), the outer wall of the fixing plate (3) is fixedly connected to a fixing block (4), the interior of the fixing block (4) is rotatably connected to a spherical joint (5), the outer wall of the spherical joint (5) is fixedly connected to a connecting rod (32), the outer wall of the connecting rod (32) is fixedly connected to a connecting plate (6), the outer wall of the connecting plate (6) is fixedly connected to an L-shaped welding plate (7), the outer wall of the L-shaped welding plate (7) is fixedly connected to a vertical keel (8), and the outer wall of the vertical keel (8) is fixedly connected to a transverse keel. (9), the upper surface of the transverse keel (9) is provided with an angle code (10), the internal thread of the angle code (10) is connected to the adjusting bolt (11), the outer wall of the adjusting bolt (11) is threadedly connected to the inside of the transverse keel (9), the outer wall of the angle code (10) is connected to the back bolt hanger (12), the inside of the back bolt hanger (12) is fixedly connected to the back bolt 1 (13), the outer wall of the back bolt 1 (13) is fixedly connected to the glass curtain panel (15), the outer wall of the vertical keel (8) is provided with a transverse shock absorbing mechanism, the outer wall of the transverse keel (9) is provided with a vertical shock absorbing mechanism, and the interior of the connecting plate (6) is provided with a supporting mechanism.
2. The dry-hanging glass curtain wall structure according to claim 1, characterized in that: The supporting mechanism comprises a short column (16), the outer wall of the short column (16) is slidably connected to the inside of the connecting plate (6), the outer wall of the short column (16) is fixedly connected to a fixed column (17), the outer wall of the fixed column (17) is connected to the outer wall of the connecting plate (6), the outer wall of the short column (16) is fixedly connected to a stop block (18), and the outer wall of the stop block (18) abuts against the outer wall of the fixing plate (3).
3. The dry-hanging glass curtain wall structure according to claim 2, characterized in that: The support mechanism further includes a spring (19), one end of which is fixedly connected to the inside of the stop block (18), and the other end of which is fixedly connected to the outer wall of the connecting plate (6).
4. The dry-hanging glass curtain wall structure according to claim 1, characterized in that: The lateral vibration damping mechanism includes a welding plate (20), the outer wall of the welding plate (20) is fixedly connected to the outer wall of the vertical keel (8), the outer wall of the welding plate (20) is fixedly connected to a mounting plate (21), the outer wall of the mounting plate (21) is provided with one end of a damper (22), the other end of the damper (22) is rotatably connected to a mounting plate (23), and the outer wall of the mounting plate (23) is fixedly connected to the outer wall of the concrete wall (1).
5. The dry-hanging glass curtain wall structure according to claim 1, characterized in that: The vertical shock absorbing mechanism comprises a second welding plate (24), the outer wall of the second welding plate (24) is fixedly connected to the outer wall of the transverse keel (9), the lower surface of the second welding plate (24) is fixedly connected to a support block (31), and the outer wall of the support block (31) is rotatably connected to a support rod (30).
6. The dry-hanging glass curtain wall structure according to claim 5, characterized in that: The vertical shock absorbing mechanism further comprises a sliding block (28), the outer wall of the sliding block (28) being rotatably connected to the inner wall of the support rod (30), and the outer wall of the sliding block (28) being slidably connected to a guide column (27).
7. The dry-hanging glass curtain wall structure according to claim 6, characterized in that: The outer wall of the guide column (27) is slidably connected to a spring 2 (29), one end of the spring 2 (29) is fixedly connected to the outer wall of the sliding block (28), the other end of the spring 2 (29) is fixedly connected to a fixed rod (26), and the outer wall of the guide column (27) is fixedly connected to the inside of the fixed rod (26).
8. The dry-hanging glass curtain wall structure according to claim 7, characterized in that: The outer wall of the fixing rod (26) is fixedly connected to the mounting plate three (25), and the outer wall of the mounting plate three (25) is fixedly connected to the outer wall of the concrete wall (1).
9. The dry-hanging glass curtain wall structure according to claim 1, characterized in that: A polyurethane rubber buffer gasket (14) is provided on the inner wall of the back bolt hanger (12), and the outer wall of the polyurethane rubber buffer gasket (14) is connected to the outer wall of the corner bracket (10).
10. A method for installing a dry-hanging glass curtain wall structure, used for a dry-hanging glass curtain wall structure according to claims 1 to 9, characterized in that: The following steps are involved: S1, expansion screws (2), fixing plates (3), fixing blocks (4), spherical joints (5) and connecting plates (6) are designed as an integrated whole. During installation, the fixing plates (3) are fixed firmly by inserting the expansion screws (2) into the interior of the concrete wall (1). Then, an L-shaped welding plate (7) is welded above the connecting plate (6). The vertical keel (8) is installed in the gap between the L-shaped welding plates (7). The vertical keel (8) is welded. After the vertical keel (8) is welded completely, the horizontal keel (9) is welded to fix the horizontal keel (9) on the outside of the vertical keel (8). S2, then the transverse shock absorbing mechanism is fixedly installed. The transverse shock absorbing mechanism is pre-assembled, and then the welding plate 1 (20) is welded to the middle of the vertical keel (8), and then the mounting plate 1 (21) is fixed to the outer wall of the welding plate 1 (20) by screws, and the mounting plate 2 (23) is fixed to the outer wall of the concrete wall (1) by screws, and the fixed installation of the transverse shock absorbing mechanism is completed; S3, then the vertical shock absorbing mechanism is installed. The vertical shock absorbing mechanism is pre-assembled, and then the welding plate 2 (24) is welded to the outer wall of the horizontal keel (9), and then the mounting plate 3 (25) is fixed to the outer wall of the concrete wall (1) by bolts, and the installation of the vertical shock absorbing mechanism is completed; S4, finally, the glass curtain panel (15) is installed. The angle code (10) is fixed to the transverse keel (9) by adjusting the bolt (11). Then, the polyurethane rubber buffer gasket (14) and the glass curtain panel (15) are firmly fixed by the back bolt (13). The polyurethane rubber buffer gasket (14) is driven by the glass curtain panel (15) to be clamped into the outer wall of the angle code (10) to complete the installation of the glass curtain panel (15).