Displacement type shockproof decoration panel structure

Abstract

The utility model relates to a dislocation type shockproof decoration panel structure which comprises a first main body structure and a second main body structure. An anti-seismic joint is arranged between the first main body structure and the second main body structure; a first panel is fixedly arranged at the bottom of the first main body structure, and correspondingly, a second panel is fixedly arranged at the bottom of the second main body structure; a panel deformation joint is formed between the first panel and the second panel; the panel deformation joint is communicated with the anti-seismic joint, and the width of the panel deformation joint is smaller than that of the anti-seismic joint; the first panel is assembled on the first steel profile through the first corner connectors and the main staggered corner connectors, and the second panel is assembled on the second steel profile through the multiple second corner connectors. A first protruding plate is fixedly arranged on the side, close to the anti-seismic joint, of the main dislocation corner connector, a second protruding plate is fixedly arranged on the side, close to the anti-seismic joint, of the second steel section bar, the structure is simple, the width of the panel deformation joint between the first panel and the second panel is far smaller than that of the main structure anti-seismic joint, and attractiveness of the outer vertical face is guaranteed.

Description

Technical Field

[0001] The utility model belongs to the technical field of building engineering, and in particular relates to a displaced shockproof decorative panel structure. Background Art

[0002] Solid curtain wall is a common exterior wall material used for decoration and protection of the exterior of buildings. It is made of stone or metal plates covering the entire wall surface, which can increase the beauty and uniqueness of the building. The installation method of solid curtain wall is mainly dry hanging; this method not only increases the visual beauty of the building on the exterior facade, but also ensures the safety of the curtain wall system.

[0003] Dry hanging is a new type of construction technology in wall decoration. This method uses metal hangers to hang the veneer directly on the wall or hang it on the steel frame without grouting or pasting. The principle is to set the main stress points on the main structure and fix the panel on the building through metal hangers to form a decorative curtain wall.

[0004] Seismic joints in buildings refer to the use of seismic joints to divide houses into several independent parts with simple shapes and uniform structural stiffness when designing houses in earthquake-resistant areas to prevent earthquake damage. Buildings in earthquake-resistant areas must fully consider the impact of earthquakes on buildings. The building seismic design specifications formulated by my country have detailed provisions for the setting of seismic joints.

[0005] It is often necessary to leave corresponding gaps between the dry hanging panels on both sides of the building's seismic joints to meet the requirements of preventing collisions between adjacent buildings caused by earthquakes;

[0006] However, since the width of the seismic joints of buildings is relatively wide, especially in high-rise buildings, the width of the seismic joints is more than 200 mm; the gap width of the dry-hanging panels is often very small due to the appearance requirements of the facade and cannot match the reserved width of the seismic joints.

[0007] At present, there are two ways to split the solid panel curtain wall:

[0008] 1. Dry-hung curtain walls need to leave gaps at the seismic joints of the building, and the width of the gaps in the curtain walls should be equivalent to the width of the seismic joints.

[0009] 2. Dry-hung curtain walls need to leave gaps at the seismic joints of the building, but in order to meet the facade appearance requirements, the gap width of the curtain wall is very small and cannot match the width of the seismic joints.

[0010] Shortcomings of current technology:

[0011] 1. Disadvantages of the first jointing method: The joints of the curtain wall are too wide, which makes it impossible to handle the facade of the building's seismic joints, and the appearance of the building is very ugly.

[0012] 2. Disadvantages of the second jointing method: The joints of the curtain wall are too narrow, which causes the outer skin of the curtain wall at the seismic joints of the building to collide when an earthquake occurs, causing serious damage or even falling off of the outer wall, posing a serious safety threat to people and property on the ground.

[0013] In view of the above problems, it is necessary to improve them. Utility Model Content

[0014] The purpose of the utility model is to provide a staggered earthquake-proof decorative panel structure with a simple structure and ingenious design. Under the premise of not affecting the appearance, the utility model utilizes appropriate dislocation technology to prevent the solid panel curtain walls on both sides of the earthquake-resistant joint from being seriously damaged or falling off during an earthquake and is easy to repair after the earthquake.

[0015] In order to achieve the above objectives, the technical solution adopted by the utility model is: a staggered shockproof decorative panel structure, comprising a first main body structure and a second main body structure; an anti-seismic joint is arranged between the first main body structure and the second main body structure; a first panel is fixedly arranged at the bottom of the first main body structure, and correspondingly, a second panel is fixedly arranged at the bottom of the second main body structure; a panel deformation joint is formed between the first panel and the second panel; the panel deformation joint is connected with the anti-seismic joint, and the width of the panel deformation joint is smaller than the width of the anti-seismic joint; the first panel is assembled on the first steel profile by a first angle code and a main staggered angle code, and the second panel is assembled on the second steel profile by a plurality of second angle codes; a first convex plate is fixedly arranged on the side of the main staggered angle code close to the anti-seismic joint, and correspondingly, a second convex plate is fixedly arranged on the side of the second steel profile close to the anti-seismic joint, a convex plate connecting joint is formed between the first convex plate and the second convex plate, and the convex plate connecting joint is connected with the panel deformation joint and the anti-seismic joint; the convex plate connecting joint is located between the panel deformation joint and the anti-seismic joint.

[0016] As a preferred solution of the present invention, the bottoms of the first panel and the second panel are on the same horizontal plane.

[0017] As a preferred solution of the present invention, a guiding inclined surface is formed at one end of the first panel close to the panel deformation joint.

[0018] As a preferred solution of the utility model, the height of the guiding inclined surface decreases step by step along the extension direction of the panel deformation joint.

[0019] As a preferred solution of the utility model, the main offset angle code is close to one side of the seismic joint, and the first steel profile is connected to the first main structure through a first connecting piece.

[0020] As a preferred solution of the present utility model, the second steel profile is connected to the second main structure via a second connecting member.

[0021] As a preferred solution of the utility model, the main offset angle code is provided with a guide groove along its height direction, and a connecting groove corresponding to the guide groove is provided on the first steel profile, and the guide groove and the connecting groove are connected by stainless steel bolts.

[0022] As a preferred solution of the utility model, the width of the convex plate connection seam is consistent with the width of the panel deformation seam.

[0023] As a preferred solution of the utility model, the first convex plates and the second convex plates are arranged alternately in the vertical direction, and the height of the second convex plates is higher than that of the first convex plates.

[0024] As a preferred solution of the utility model, the ends of the first convex plate and the second convex plate on one side close to the convex plate connection seam are both in an arc structure.

[0025] The beneficial effects of the utility model are:

[0026] 1. The utility model has a simple structure, and the width of the panel deformation joint between the first panel and the second panel is much smaller than the seismic joint of the main structure, so the beauty of the facade is guaranteed;

[0027] 2. The utility model is cleverly designed. The first convex plate and the second convex plate are arranged alternately in the vertical direction. Since the panels are allowed to shift and warp, the panels will not collide strongly with each other during an earthquake to cause serious damage to the panels, and the curtain wall panels will not fall off;

[0028] 3. The utility model is provided with a staggered shockproof decorative panel structure. After an earthquake occurs, the first panel and the second panel on both sides of the deformation joint can be repaired by manually flattening the staggered and raised panels; even if the edges of the panels on both sides of the deformation joint are damaged, only the first panel and the second panel on both sides of the deformation joint need to be replaced, and the other panels will not be affected. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 This is a cross-sectional view of a staggered shockproof decorative panel structure of the utility model;

[0030] Figure 2 For this utility model Figure 1 A partial enlarged view of the A direction;

[0031] Figure 3 This is a schematic diagram of the connection between the second steel profile and the second convex plate of the utility model;

[0032] Figure 4 This is a state diagram of the utility model when two buildings are close to each other until the first panel and the second panel are in contact when an earthquake occurs;

[0033] Figure 5This is a state diagram of the utility model when two buildings are further approached when an earthquake occurs, and the first panel and the second panel are dislocated due to the edge squeezing of the first convex panel and the second convex panel;

[0034] Explanation of the reference numerals: 1. first main structure; 2. second main structure; 3. seismic joint; 4. first panel; 5. second panel; 6. panel deformation joint; 7. guide inclined surface; 8. first convex plate; 9. second convex plate; 10. main misalignment angle code; 11. first angle code; 12. first steel profile; 13. first connecting member; 14. guide groove; 15. connecting groove; 16. stainless steel bolt; 20. second angle code; 21. second steel profile; 22. second connecting member; 30. convex plate connecting seam. DETAILED DESCRIPTION

[0035] The technical solution of the utility model will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0036] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0037] Example:

[0038] like Figure 1-3 As shown, Figure 1 This is a cross-sectional view of a staggered shockproof decorative panel structure of the utility model; Figure 2 For this utility model Figure 1 A partial enlarged view of the A direction; Figure 3 This is a schematic diagram of the connection between the second steel profile and the second convex plate of the utility model.

[0039] A staggered anti-seismic decorative panel structure comprises a first main body structure 1 and a second main body structure 2; an anti-seismic seam 3 is arranged between the first main body structure 1 and the second main body structure 2; a first panel 4 is fixedly arranged at the bottom of the first main body structure 1, and correspondingly, a second panel 5 is fixedly arranged at the bottom of the second main body structure 2; a panel deformation seam 6 is formed between the first panel 4 and the second panel 5; the panel deformation seam 6 is connected with the anti-seismic seam 3, and the width of the panel deformation seam 6 is smaller than the width of the anti-seismic seam 3; the utility model has a simple structure, the width of the panel deformation seam between the first panel and the second panel is much smaller than the anti-seismic seam of the main structure, and the beauty of the facade is guaranteed;

[0040] Specifically, the bottoms of the first panel 4 and the second panel 5 are on the same horizontal plane, and a guiding inclined surface 7 is formed at one end of the first panel 4 close to the panel deformation joint 6. The height of the guiding inclined surface 7 decreases step by step along the extension direction of the panel deformation joint 6. The setting of the guiding inclined surface 7 ensures that when the first panel 4 and the second panel 5 collide, they will not touch each other in diameter along the thickness direction. When the first panel 4 is greatly deformed during an earthquake, a strong collision will not occur to cause serious damage to the first panel 4 or the second panel 5.

[0041] The first panel 4 is assembled on the first steel profile 12 through the first angle code 11 and the main offset angle code 10, wherein the main offset angle code 10 is close to the side of the seismic joint 3, and the first steel profile 12 is connected to the first main structure 1 through the first connecting member 13; the second panel 5 is assembled on the second steel profile 21 through multiple second angle codes 20; the second steel profile 21 is connected to the second main structure 2 through the second connecting member 22.

[0042] The main offset angle code 10 is provided with a guide groove 14 along its height direction, and a connecting groove 15 corresponding to the guide groove 14 is provided on the first steel profile 12, and the guide groove 14 and the connecting groove 15 are connected by a stainless steel bolt 16; by setting the guide groove 14 and the connecting groove 15, when the first main structure 1 and the second main structure 2 collide, the first panel 4 can slide along the upper and lower parts of the guide groove 14 and the connecting groove 15, and the first panel 4 will be warped outward.

[0043] A first convex plate 8 is fixedly provided on one side of the main offset angle code 10 close to the seismic joint 3. Correspondingly, a second convex plate 9 is fixedly provided on one side of the second steel profile 21 close to the seismic joint 3. A convex plate connecting seam 30 is formed between the first convex plate 8 and the second convex plate 9. The convex plate connecting seam 30 is connected with the panel deformation seam 6 and the seismic joint 3. The convex plate connecting seam 30 is located between the panel deformation seam 6 and the seismic joint 3, and the width of the convex plate connecting seam 30 is consistent with that of the panel deformation seam 6.

[0044] The first convex plate 8 and the second convex plate 9 are in the same plane, the first convex plate 8 and the second convex plate 9 are staggered in the vertical direction, and the height of the second convex plate 9 is higher than that of the first convex plate 8; the utility model is cleverly designed, by staggering the first convex plate 8 and the second convex plate 9 in the vertical direction, since the panels are allowed to shift and warp, the panels will not collide strongly with each other during an earthquake to cause serious damage to the panels, and the curtain wall panels will not fall off.

[0045] The ends of one side of the first convex plate 8 and the second convex plate 9 close to the convex plate connecting seam 30 are both in an arc structure, so that when an earthquake occurs, the first main structure 1 and the second main structure 2 of the two buildings come into contact, while the contact area between the first convex plate 8 and the second convex plate 9 is increased, giving the first main structure 1 and the second main structure 2 more buffering force, thereby avoiding serious damage to the first panel 4 or the second panel 5.

[0046] like Figure 4-5 As shown, Figure 4 This is a state diagram of the utility model when two buildings are close to each other until the first panel and the second panel are in contact when an earthquake occurs; Figure 5 This is a state diagram of the utility model when two buildings are further approached when an earthquake occurs, and the first panel and the second panel are dislocated due to the edge squeezing of the first convex panel and the second convex panel;

[0047] The working principle of a staggered shockproof decorative panel structure is as follows:

[0048] 1. When an earthquake occurs, the first main structure 1 and the second main structure 2 on both sides of the seismic joint 3 shake, causing the first panel 4 to come into contact with the second panel 5; while the first panel 4 comes into contact with the second panel 5, the first convex plate 8 also comes into contact with the second convex plate 9;

[0049] 2. After the first panel 4 and the second panel 5 come into contact, the first convex plate 8 and the second convex plate 9 are squeezed, and the first convex plate 8 drives the main offset angle code 10 to shift outward. At the same time, the stainless steel bolt 16 slides in the guide groove 14 of the main offset angle code 10 and the connecting groove 15 of the first steel profile 12, so that the first panel 4 is warped outward; at the same time, due to the existence of the guide inclined surface 7 on the first panel 4, the first panel 4 is prevented from colliding in the thickness direction during the warping process;

[0050] 3. Due to the occurrence of warping, the first panel 4 will not collide strongly when it is greatly deformed by an earthquake, causing serious damage to the first panel 4 or the second panel 5, and the first panel 4 or the second panel 5 will not fall off;

[0051] 4. During the repair after the earthquake, the repair can be completed by manually flattening the raised first panel 4 or second panel 5.

[0052] The utility model provides a staggered shock-proof decorative panel structure. After an earthquake occurs, the first panel and the second panel on both sides of the deformation joint can be repaired by manually flattening the staggered and raised panels. Even if the edges of the panels on both sides of the deformation joint are damaged, only the first panel and the second panel on both sides of the deformation joint need to be replaced, and the other panels will not be affected.

[0053] The above description of the disclosed embodiments enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention; therefore, the present invention will not be limited to the embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

[0054] Although this article uses more of the following terms: 1, first main structure; 2, second main structure; 3, seismic joint; 4, first panel; 5, second panel; 6, panel deformation joint; 7, guide inclined surface; 8, first convex plate; 9, second convex plate; 10, main offset angle code; 11, first angle code; 12, first steel profile; 13, first connecting piece; 14, guide groove; 15, connecting groove; 16, stainless steel bolt; 20, second angle code; 21, second steel profile; 22, second connecting piece; 30, convex plate connecting joint, etc., it does not exclude the possibility of using other terms. These terms are used only to more conveniently describe and explain the essence of the utility model; interpreting them as any additional restrictions is contrary to the spirit of the utility model.

Claims

1. A shift-type earthquake-proof decorative panel structure, comprising a first main body structure (1) and a second main body structure (2); an earthquake-proof seam (3) is arranged between the first main body structure (1) and the second main body structure (2); a first panel (4) is fixedly arranged at the bottom of the first main body structure (1), and correspondingly, a second panel (5) is fixedly arranged at the bottom of the second main body structure (2); a panel deformation seam (6) is formed between the first panel (4) and the second panel (5); the panel deformation seam (6) is connected to the earthquake-proof seam (3), and the width of the panel deformation seam (6) is smaller than the width of the earthquake-proof seam (3); the characteristics are: The first panel (4) is assembled on the first steel profile (12) via a first angle code (11) and a main offset angle code (10), and the second panel (5) is assembled on the second steel profile (21) via a plurality of second angle codes (20); a first convex plate (8) is fixedly provided on the side of the main offset angle code (10) close to the seismic joint (3), and correspondingly, a second convex plate (9) is fixedly provided on the side of the second steel profile (21) close to the seismic joint (3); a convex plate connecting seam (30) is formed between the first convex plate (8) and the second convex plate (9), and the convex plate connecting seam (30) is connected to the panel deformation seam (6) and the seismic joint (3); the convex plate connecting seam (30) is located between the panel deformation seam (6) and the seismic joint (3).

2. The staggered shockproof decorative panel structure according to claim 1, characterized in that: The bottoms of the first panel (4) and the second panel (5) are on the same horizontal plane.

3. The staggered shockproof decorative panel structure according to claim 2 is characterized in that: A guiding inclined surface (7) is formed at one end of the first panel (4) close to the panel deformation seam (6).

4. The staggered shockproof decorative panel structure according to claim 3 is characterized in that: The height of the guiding inclined surface (7) decreases step by step along the extension direction of the panel deformation seam (6).

5. The staggered shockproof decorative panel structure according to claim 1, characterized in that: The main offset angle code (10) is close to one side of the seismic joint (3), and the first steel profile (12) is connected to the first main structure (1) via a first connecting member (13).

6. The staggered shockproof decorative panel structure according to claim 1, characterized in that: The second steel profile (21) is connected to the second main structure (2) via a second connecting member (22).

7. The staggered shockproof decorative panel structure according to claim 1 or 5, characterized in that: The main misalignment angle code (10) is provided with a guide groove (14) along its height direction, and a connecting groove (15) corresponding to the guide groove (14) is provided on the first steel profile (12), and the guide groove (14) and the connecting groove (15) are connected by a stainless steel bolt (16).

8. The staggered shockproof decorative panel structure according to claim 1, characterized in that: The width of the convex plate connection seam (30) is consistent with the width of the panel deformation seam (6).

9. The staggered shockproof decorative panel structure according to claim 1, characterized in that: The first convex plates (8) and the second convex plates (9) are arranged alternately in a vertical direction, and the height of the second convex plates (9) is higher than the height of the first convex plates (8).

10. The staggered shockproof decorative panel structure according to claim 9, characterized in that: The ends of the first convex plate (8) and the second convex plate (9) on one side close to the convex plate connecting seam (30) are both in an arc structure.

Images