Anti-seismic stone curtain wall

Abstract

The utility model provides an anti-seismic stone curtain wall which comprises a wall body, extension plates are arranged on the two sides of the wall body, bearing seats are movably mounted on the extension plates, through holes penetrating through openings are formed in the bearing seats, mounting holes are formed in the extension plates, and when the through holes are aligned with the mounting holes, screw rod pieces are connected between the through holes and the mounting holes. One end of the screw part extends to the outside of the bearing seat and is provided with a nut part, the bearing seat and the extension plate can be fixed through cooperation of the screw part and the nut part, a clamping assembly is further arranged in the bearing seat and comprises a support, the support is provided with an open groove and is provided with a shaft rod, the shaft rod is sleeved with a sleeve, and the sleeve is sleeved with the screw part. A supporting plate part is arranged on the periphery of the sleeve, a base plate is hinged to the end of the supporting plate part, the base plate abuts against the extending plate, so that the wall is supported, the bearing seat can support the wall through cooperation of the screw rod piece and the clamping assembly, the overall stability of the curtain wall is improved, and the anti-seismic effect is achieved.

Description

Technical Field

[0001] This application relates to the field of curtain wall technology, and in particular to a seismic-resistant stone curtain wall. Background Technology

[0002] A curtain wall, also known as a building curtain wall, is an external maintenance structure suspended outside the main structure of a building. It not only has a decorative function, but also undertakes functions such as sheltering from wind and rain, heat insulation, and sound insulation. However, most existing curtain walls are only optimized for appearance design and do not have earthquake resistance. In the event of shaking, the curtain wall may fall off or break due to vibration, causing damage to people and property in the surrounding area, thus posing a safety problem. Utility Model Content

[0003] The purpose of this utility model is to provide an earthquake-resistant stone curtain wall to solve the above-mentioned problems.

[0004] The technical solution of this application is implemented as follows:

[0005] This application provides an earthquake-resistant stone curtain wall, including a wall body, with extension plates provided on both sides of the wall body. A bearing seat is movably installed on the extension plate, and the bearing seat has an opening to accommodate the extension plate. When the extension plate is installed in the bearing seat, the end face of the bearing seat is parallel to the end face of the wall body.

[0006] The bearing seat has a through hole with a through opening, and the extension plate is provided with a mounting hole. When the through hole is aligned with the mounting hole, a screw is connected between the through hole and the mounting hole. One end of the screw extends to the outside of the bearing seat and is fitted with a nut.

[0007] The bearing seat is also equipped with a clamping assembly, which includes a support. There are two sets of supports located at both ends of the bearing seat. The support has a slot and a shaft is installed. A sleeve is sleeved on the shaft. A support plate is provided on the outer periphery of the sleeve. A pad is hinged to the end of the support plate.

[0008] When the extension plate is located inside the bearing seat, the pad plate abuts against the extension plate;

[0009] When the two sets of supports move closer or further apart, the pad moves closer or further away from the support in cooperation with the support plate and the sleeve.

[0010] In one embodiment, a support component is also provided inside the support seat. The support component includes an elastic element, one end of which is connected to the inner wall of the support seat, and the other end is connected to a support pad. When the extension plate is located inside the support seat, the support pad abuts against the extension plate.

[0011] In one embodiment, a sealing plate is also included. Two sets of sealing plates are provided and installed at the top and bottom ends of the wall, respectively. When the sealing plate abuts against the end face of the wall, part of the sealing plate covers the end face of the support seat.

[0012] In one embodiment, the inner wall of the bearing seat is provided with a guide rail, and two sets of supports move on the guide rail respectively, so that the two sets of supports can move relative to each other along the length direction of the guide rail.

[0013] In one embodiment, the top and bottom of the wall are provided with several spaced protrusions, and the sealing plate is provided with recesses corresponding to the positions of the protrusions.

[0014] When the sealing panel is installed at the top or bottom of the wall, the protrusions are embedded in the recesses.

[0015] In one embodiment, the support has a countersunk hole that communicates with a through hole;

[0016] The screw has a handle portion, which is inserted into a countersunk hole when part of the screw passes through the extension plate.

[0017] In one embodiment, the clamping assembly is provided in two sets, such that when the extension plate is located in the bearing seat, both sides of the extension plate abut against the pad.

[0018] In one embodiment, two sets of through holes and countersunk holes are provided and distributed at intervals along the length of the bearing seat.

[0019] The advantages or beneficial effects of the above technical solutions include at least the following:

[0020] This application discloses an earthquake-resistant stone curtain wall. Two sets of bearing seats are installed on the extension plates on both sides of the wall, with the end faces of the bearing seats parallel to the wall. Screws pass through through holes in the bearing seats and mounting holes in the extension plates, supporting and limiting the extension plates. A clamping assembly is installed within the bearing seats. When the extension plates are located within the bearing seats, a pad in the clamping assembly abuts against the extension plates, providing support. Since the pad is hinged to a support plate on a sleeve, and the sleeve is rotatably mounted on a shaft, the cooperation between the support plate and the sleeve during shaking can change the position of the pad, ensuring it always abuts against the extension plates, thus achieving a buffering and shock-absorbing effect. Through the cooperation of the screws and the clamping assembly, the bearing seats can support and limit the extension plates, thereby achieving earthquake resistance for the wall, improving the overall stability of the wall, and solving the problem of existing curtain walls easily detaching due to shaking. Attached Figure Description

[0021] The accompanying drawings illustrate exemplary embodiments of the present application and, together with the description thereof, serve to explain the principles of the present application. These drawings are included to provide a further understanding of the present application and are incorporated in and constitute a part of this specification.

[0022] Figure 1An exploded structural diagram of an embodiment of this application is shown;

[0023] Figure 2 A schematic diagram of a partial cross-section structure according to an embodiment of this application is shown;

[0024] Figure 3 A structural schematic diagram of the support base according to an embodiment of this application is shown;

[0025] Figure 4 A partial cross-sectional structural diagram of the bearing seat according to an embodiment of this application is shown;

[0026] Figure 5 A structural schematic diagram of the wall structure according to an embodiment of this application is provided;

[0027] Figure 6 Examples of this application are presented. Figure 1 Enlarged view of point A in the middle;

[0028] Figure 7 Examples of this application are presented. Figure 3 Enlarged view of point B in the middle;

[0029] Figure 8 Examples of this application are presented. Figure 4 Enlarged view of point C in the middle;

[0030] Reference numerals: 1. Wall; 11. Extension plate; 111. Mounting hole; 12. Protrusion; 121. Inclined end;

[0031] 2. Bearing base; 21. Opening; 22. Through hole; 23. Guide rail component; 24. Countersunk hole;

[0032] 3. Screw assembly; 31. Nut assembly; 32. Handle assembly;

[0033] 4. Clamping assembly; 41. Support; 42. Shaft; 43. Sleeve; 44. Support plate; 45. Pad;

[0034] 5. Supporting components; 51. Elastic elements; 52. Support pads;

[0035] 6. Sealed plate; 61. Recessed part. Detailed Implementation

[0036] Embodiments of this application will now be described in more detail with reference to the accompanying drawings. While some embodiments of this application are shown in the drawings, it should be understood that this application can be implemented in various forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided to provide a more thorough and complete understanding of this application. It should be understood that the drawings and embodiments of this application are for illustrative purposes only and are not intended to limit the scope of protection of this application.

[0037] It should be noted that, where there is no conflict, the embodiments and features described in this application can be combined with each other. This application will now be described in detail with reference to the accompanying drawings and embodiments.

[0038] It should be understood that the term "comprising" and its variations as used herein are open-ended, meaning "including but not limited to". The term "based on" means "at least partially based on". The term "one embodiment" means "at least one embodiment"; the term "another embodiment" means "at least one additional embodiment"; the term "some embodiments" means "at least some embodiments". Definitions of other terms will be given in the following description. It should be noted that the concepts of "first", "second", etc., mentioned in this application are used only to distinguish different devices, modules, or units, and are not intended to limit the order of functions performed by these devices, modules, or units or their interdependencies.

[0039] It should be noted that the terms "a" and "several" used in this application are illustrative rather than restrictive, and those skilled in the art should understand that, unless otherwise expressly indicated in the context, they should be understood as "one or more".

[0040] The names of the messages or information exchanged between multiple devices in the embodiments of this application are for illustrative purposes only and are not intended to limit the scope of these messages or information.

[0041] Reference Figures 1-8 An earthquake-resistant stone curtain wall includes a wall body 1, with extension plates 11 on both sides of the wall body 1. A bearing seat 2 is movably installed on the extension plate 11. The bearing seat 2 has an opening 21 to accommodate the extension plate 11. When the extension plate 11 is installed in the bearing seat 2, the end face of the bearing seat 2 is parallel to the end face of the wall body 1. The bearing seat 2 is installed on the extension plate 11 and has an end face parallel to the end face of the wall body 1. This can ensure that the connection between the extension plate 11 and the wall body 1 is flat and maintain the integrity of the building structure.

[0042] The bearing seat 2 has a through hole 22 with a through opening 21, and the extension plate 11 is provided with a mounting hole 111. When the through hole 22 is aligned with the mounting hole 111, a screw rod 3 is connected between the through hole 22 and the mounting hole 111. One end of the screw rod 3 extends to the outside of the bearing seat 2 and is fitted with a nut 31. The nut 31 is connected to the screw rod 3, so that the screw rod 3 can support the extension plate 11 and connect the bearing seat 2 with the extension plate 11.

[0043] The bearing seat 2 is also equipped with a clamping assembly 4, which is used to fix the extension plate 11. The clamping assembly 4 includes a support 41, and two sets of supports 41 are respectively located at both ends of the bearing seat 2. The support 41 has a slot and a shaft 42 is installed. A sleeve 43 is sleeved on the shaft 42. A support plate 44 is provided on the outer periphery of the sleeve 43. A pad 45 is hinged to the end of the support plate 44. The clamping assembly 4 forms a linkage mechanism. The pad 45 can evenly distribute the pressure on the extension plate through the action of the support plate 44 and the sleeve 43. The surface of the extension plate 11 prevents local stress concentration and reduces deformation or damage to the extension plate 11. When vibration occurs, the movable support 41 and sleeve 43 cooperate to ensure that the pad 45 always abuts against the extension plate 11, thereby maintaining the integrity of the structure and playing a role in shock absorption. Two sets of clamping components 4 are provided. When the extension plate 11 is located in the bearing seat 2, both sides of the extension plate 11 abut against the pad 45. The two sets of symmetrically distributed clamping components 4 can clamp from both sides of the extension plate 11, thereby improving the stability during installation.

[0044] When the extension plate 11 is located inside the bearing seat 2, the pad 45 abuts against the extension plate 11. The pad 45 is made of rubber and has a cushioning effect.

[0045] When the two sets of supports 41 move closer or further apart, the pad 45 moves closer or further away from the support 41 with the cooperation of the support plate part 44 and the sleeve 43. The position of the pad 45 can be changed with the cooperation of the sleeve 43 through the movement of the support 41.

[0046] Based on the above structure, by installing the bearing seat 2 onto the extension plates 11 on both sides of the wall 1, and by connecting the bearing seat 2 and the extension plates 11 through the opening 21 and the mounting hole 111 with a screw 3, and by connecting the screw 3 and the nut 31, the screw 3 is fixed, so that the wall 1 and the bearing seat 2 remain fixedly connected when shaking occurs. The screw 3 can limit the movement of the wall 1, and when the extension plate 11 is connected to the bearing seat 2, the pad 45 in the clamping assembly 4 can engage with the end of the extension plate 11 with the support plate 44. When the surfaces are in contact, the support plate 44 is mounted on the sleeve 43 that is rotatably mounted on the shaft 42, and the support plate 44 is hinged to the pad 45. Therefore, the pad 45 can adjust its position according to the shaking of the extension plate 11, so that the pad 45 always abuts against the extension plate 11, thereby achieving the function of support and buffer. Through the cooperation of the screw 3 and the clamping assembly 4, the wall 1 can be supported by the bearing seat 2, which solves the problem that the existing curtain wall itself does not have a seismic resistance and is prone to falling when shaking, thus improving the overall strength of the curtain wall.

[0047] In one embodiment, reference is made to Figure 1 , Figure 2 , Figure 3 and Figure 7 The support seat 2 is also provided with a support component 5, which includes an elastic element 51. The elastic element 51 is a pressure spring or a telescopic spring in the prior art. One end of the elastic element 51 is connected to the inner wall of the support seat 2, and the other end is connected to a support pad 52. When the extension plate 11 is located in the support seat 2, the support pad 52 abuts against the extension plate 11, and the elastic element 51 can provide a buffering effect. When the extension plate 11 is located in the support seat 2, the support pad 52 abuts against the extension plate 11, which can absorb and reduce the force caused by vibration or impact, protect the extension plate 11 and the support seat 2 from damage, and play a buffering role. In addition, the elastic element 51 can help to evenly distribute the weight of the extension plate 11 or the externally applied force to a larger area of ​​the support seat 2, reduce local pressure, and prevent deformation or damage.

[0048] In one embodiment, reference is made to Figure 1 , Figure 5 and Figure 6 It also includes a sealing plate 6, of which two sets are provided and installed at the top and bottom ends of the wall 1 respectively. When the sealing plate 6 abuts against the end face of the wall 1, part of the sealing plate 6 covers the end face of the support seat 2. The sealing plate 6 can shield the support seat 2 and the wall 1, improve the overall aesthetics, and can connect the two sets of curtain walls in the vertical direction through the connecting parts provided on the sealing plate 6.

[0049] In one embodiment, reference is made to Figure 1 and Figure 4 The inner wall of the bearing seat 2 is provided with a guide rail 23, and two sets of supports 41 move on the guide rail 23 respectively, so that the two sets of supports 41 can move relative to each other along the length direction of the guide rail 23. By adjusting the position of the supports 41, the load can be evenly distributed on the bearing seat 2, reducing local stress concentration and improving the load-bearing capacity and service life of the structure.

[0050] In one embodiment, reference is made to Figure 1 , Figure 5 and Figure 6The top and bottom of the wall 1 are provided with several spaced protrusions 12. The sealing plate 6 is provided with a recess 61 corresponding to the position of the protrusions 12. When the sealing plate 6 is installed on the top or bottom of the wall 1, the protrusions 12 are embedded in the recesses 61. The position of the sealing plate 6 can be accurately positioned to ensure accurate alignment during installation, which improves installation efficiency and accuracy. At the same time, it can form a tighter seal to prevent moisture, air and other external factors from penetrating, thereby improving the waterproof and airtight performance of the wall 1.

[0051] The protrusion 12 has inclined ends 121 on both sides. The two sets of inclined ends 121 form a tapered section on the protrusion 12. The tapered section formed by the inclined ends 121 can provide a better mechanical locking effect. When the protrusion 12 is embedded in the recess 61, the tapered section can prevent the sealing plate 6 from moving laterally relative to the wall 1, thereby enhancing the stability of the connection. It can also absorb and disperse the force generated during an earthquake to a certain extent, reduce the relative displacement between the wall 1 and the sealing plate 6, and improve the seismic resistance of the overall structure.

[0052] In one embodiment, reference is made to Figure 1 , Figure 3 and Figure 7 The bearing seat 2 has a countersunk hole 24, which communicates with the through hole 22. The screw 3 has a handle 32. When part of the screw 3 passes through the extension plate 11, part of the handle 32 is inserted into the countersunk hole 24. The handle 32 is designed to provide a better grip, making it easier for the operator to apply force, especially when precise adjustment or tightening of the screw 3 is required. After the handle 32 is inserted into the countersunk hole 24, it can play a positioning role to ensure that the shaft 42 is in the correct position, thereby ensuring the correct installation and adjustment of the screw 3.

[0053] Two sets of through holes 22 and countersunk holes 24 are provided and distributed at intervals along the length of the bearing seat 2. The two sets of through holes 22 can enhance the strength during installation and disperse the impact when subjected to impact, thereby further improving the seismic resistance of the curtain wall.

[0054] In the description of this application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this application and simplifying the description, 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 limitations on this application.

[0055] Those skilled in the art should understand that the above embodiments are merely for illustrative purposes and are not intended to limit the scope of this application. Those skilled in the art can make other changes or modifications based on the above disclosure, and these changes or modifications still fall within the scope of this application.

Claims

1. A type of earthquake-resistant stone curtain wall, characterized in that: The wall includes an extension plate on both sides, and a support seat is movably mounted on the extension plate. The support seat has an opening to accommodate the extension plate. When the extension plate is installed in the support seat, the end face of the support seat is parallel to the end face of the wall. The support has a through hole through the opening, and the extension plate is provided with a mounting hole. When the through hole is aligned with the mounting hole, a screw is connected between the through hole and the mounting hole. One end of the screw extends to the outside of the support and is fitted with a nut. The bearing seat is also provided with a clamping assembly, which includes a support. Two sets of supports are provided and are located at both ends of the bearing seat. The support has a slot and a shaft is installed. A sleeve is sleeved on the shaft. A support plate is provided on the outer periphery of the sleeve. A pad is hinged to the end of the support plate. When the extension plate is located within the bearing seat, the pad abuts against the extension plate; When the two sets of supports move closer to or further away from each other, the pad moves closer to or further away from the support in cooperation with the support plate and the sleeve.

2. The earthquake-resistant stone curtain wall according to claim 1, characterized in that: The support base is also provided with a support component, which includes an elastic element. One end of the elastic element is connected to the inner wall of the support base, and the other end is connected to a support pad. When the extension plate is located inside the support base, the support pad abuts against the extension plate.

3. The earthquake-resistant stone curtain wall according to claim 1, characterized in that: It also includes a sealing plate, of which two sets are provided and installed at the top and bottom ends of the wall respectively. When the sealing plate abuts against the end face of the wall, part of the sealing plate covers the end face of the bearing seat.

4. The earthquake-resistant stone curtain wall according to claim 1, characterized in that: The inner wall of the bearing seat is provided with a guide rail, and the two sets of supports move on the guide rail respectively, so that the two sets of supports can move relative to each other along the length direction of the guide rail.

5. The earthquake-resistant stone curtain wall according to claim 3, characterized in that: The top and bottom of the wall are provided with several spaced protrusions, and the sealing plate is provided with recesses corresponding to the positions of the protrusions; When the sealing plate is installed on the top or bottom of the wall, the protrusion is embedded in the recess.

6. The earthquake-resistant stone curtain wall according to claim 1, characterized in that: The bearing seat has a countersunk hole, which communicates with the through hole; The screw has a handle portion, which is inserted into the countersunk hole when a portion of the screw passes through the extension plate.

7. The earthquake-resistant stone curtain wall according to claim 1, characterized in that: The clamping assembly is provided in two sets. When the extension plate is located in the bearing seat, both sides of the extension plate abut against the pad.

8. The earthquake-resistant stone curtain wall according to claim 6, characterized in that: Both the through holes and the countersunk holes are provided in two sets and are distributed at intervals along the length direction of the bearing seat.

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