Large-plate-width rock plate curtain wall structure suitable for large-break-angle installation
By using a C-shaped aluminum alloy support and square tube keel system with integrated tongue and groove, combined with hook components and reinforcement plates, the problem of unstable connection of large-format rock slab curtain walls at large corners is solved, achieving a stable connection and high efficiency. construction.
Patent Information
- Application Number
- CN202421062490.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-15
- Publication Date
- 2025-01-21
- Estimated Expiration
- 2034-05-15
AI Technical Summary
The prior art is difficult to effectively support and fix large-slab rock slab curtain walls, especially at large corners, which lead to deformation and unsolid connections, affecting the aesthetics and safety of the construction.
The C-shaped aluminum alloy support and square tube keel system with integrated tongue and groove are used, combined with hook components, tensile aluminum plates, reinforcement plates and rubber strips, and short-slot and buckle-type connection methods are used to form a stable keel system that can adapt to Large angle installation.
It achieves a stable connection of large-format rock slab curtain walls, avoids warping and deformation, and improves construction efficiency and the strength and aesthetics of the overall structure.
Smart Images

Figure CN222375755U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of rock slab facade curtain walls, in particular to a large-plate rock slab curtain wall structure suitable for large-angle installation. Background Art
[0002] Rock slabs are a new type of indoor and outdoor decoration ceramic tile material in recent years. They have large specifications, strong plasticity, various colors, high temperature resistance, abrasion resistance, penetration resistance, corrosion resistance, environmental protection and health. With the high requirements for building appearance, rock slabs are often made of large slabs, but large slabs will bend to a certain extent when they are upright, and the commonly used connection devices cannot support large slabs, which is easy to cause deformation and loose connection, affecting the beauty and safety of wall construction.
[0003] At present, the keels commonly used in building structures are mostly steel keels and wooden keels. However, the existing steel keels are not only heavy, time-consuming and labor-intensive to construct, but also easily corroded by the environment. Wooden keels not only waste a lot of wood, but also easily cause rot, deformation and other problems. When installing rock slab curtain walls, it is sometimes necessary to connect them at different angles through a connection system for the sake of beauty. The traditional connection system can only fix rock slab curtain walls at a single angle, which has a small scope of application and may result in inconsistent fixing effects. Utility Model Content
[0004] The purpose of the utility model is to overcome the defects of the prior art, to provide a large-width rock slab curtain wall structure suitable for large-angle installation, and to solve the problem that the existing connection system can only fix the rock slab curtain wall at a single angle.
[0005] The utility model provides a large-width rock slab curtain wall structure suitable for large-angle installation, and its technical solution is:
[0006] It includes a keel system attached to the wall, including a C-shaped aluminum alloy support with an integrated tongue and groove and a square tube keel, wherein a bracket is provided on the top of the C-shaped aluminum alloy support with an integrated tongue and groove, and two hooks extending into the bracket are provided on the square tube keel;
[0007] A hook assembly fixedly connected to the keel system;
[0008] The rock plates fixedly connected to the hook assembly form an angle at the connection between two adjacent rock plates;
[0009] A sealing structure for sealing the joints of the rock slabs;
[0010] A tensioned aluminum plate is provided correspondingly below the rock plate, the size of the tensioned aluminum plate matches the size of the rock plate, and the end of the tensioned aluminum plate is bent into a hook shape and is clamped with the hook claw on the square tube keel;
[0011] A reinforcing plate connected between the keel systems corresponding to two adjacent rock slabs, wherein the reinforcing plate is arranged below the connection of the rock slabs, and the end of the reinforcing plate is bent into a hook shape and clamped with the hook claw on the square tube keel.
[0012] Furthermore, the keel system further comprises: an I-shaped keel, and one end of the square tube keel away from the C-shaped aluminum alloy support with an integrated tongue and groove is fixedly connected to the I-shaped keel.
[0013] Furthermore, a rubber strip is provided between the I-shaped keel and the square tube keel.
[0014] Furthermore, the bracket and the C-shaped aluminum alloy support with integrated tongue and groove are integrally formed.
[0015] Furthermore, the hook assembly includes a first hook member, a second hook member and a third hook member, the third hook member is fixedly connected to the I-shaped keel, the second hook member is fixedly connected to the third hook member, and the first hook member is fixedly connected to the second hook member.
[0016] Furthermore, a slot is provided at the end of the rock plate, and the first hook member is engaged with the slot of the rock plate.
[0017] Furthermore, the sealing structure includes: a foam rod and a sealant, wherein the foam rod is filled in the connection between two adjacent rock slabs, and the sealant is pasted on the outside of the connection.
[0018] Compared with the prior art, the utility model has the following beneficial effects:
[0019] By setting up an integrated C-shaped aluminum alloy support and bracket with integrated tongue and groove, the length and width can be adjusted during the production process according to actual needs, overcoming the shortcoming of the traditional connection system that can only fix rock slabs at a single angle. The installation and construction are convenient and quick, and the work efficiency is improved.
[0020] By setting up a hook assembly and making the hook assembly cooperate with the slot at the end of the rock slab, the warping of the rock slab can be effectively avoided through the connection method combining the short slot type and the buckle type, thereby ensuring the flatness.
[0021] By arranging the rubber strip between the I-shaped keel and the square tube keel, the structures can be effectively buffered, thereby avoiding damage caused by vibration.
[0022] By arranging a reinforcement plate between two adjacent keel systems, the hook-shaped end of the reinforcement plate is engaged with the hook claw on the square tube keel, so that the connection at the corner is more stable and the strength of the overall structure is ensured.
[0023] The C-shaped aluminum alloy support with integrated tongue and groove is processed and formed by the factory, and then transported to the installation site for installation, which greatly improves the installation efficiency.
[0024] Taking efficiency and aesthetics into consideration, the design is reasonable, the connection is stable, the strength is high, and the adjustability is strong. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] Figure 1 This is a cross-sectional view of a large-width rock slab curtain wall structure suitable for large-angle installation according to the utility model.
[0026] Figure 2 This is a partial enlarged view of a large-width rock slab curtain wall structure suitable for large-angle installation according to the utility model.
[0027] Figure 3 This is an enlarged view of a C-shaped aluminum alloy support with an integrated tongue and groove for a large-plate rock slab curtain wall structure suitable for large-angle installation in the utility model.
[0028] Legend: 1. Rock slab; 2. Tensioned aluminum plate; 3. Aluminum plate; 4. Third hook piece; 5. Stainless steel screws; 6. Square tube keel; 7. First hook piece; 8. Bracket; 9. Hexagonal bolt; 10. Bolt; 11. C-shaped aluminum alloy support with integrated tongue and groove; 12. Foam rod; 13. Second hook piece; 14. I-shaped keel; 15. Reinforcement plate. DETAILED DESCRIPTION
[0029] The utility model is further described below in conjunction with the accompanying drawings and specific embodiments.
[0030] See also Figure 1 The utility model provides a large-width rock slab curtain wall structure suitable for large-angle installation. By setting an integrated C-shaped aluminum alloy support and bracket with an integrated tongue and groove, the length and width can be produced according to actual needs, overcoming the disadvantage of only being able to fix rock slabs at a single angle. The installation and construction are convenient and quick, and the work efficiency is improved. By setting a hook assembly so that the hook assembly matches the slot at the end of the rock slab, the warping of the rock slab can be effectively avoided and the flatness is guaranteed. By setting a rubber strip between the "J"-shaped keel and the square tube keel, the structure can be effectively buffered, thereby avoiding damage caused by vibration. By setting a reinforcement plate between two adjacent keel systems, the hook-shaped end of the reinforcement plate is clamped with the hook claw on the square tube keel, so that the connection at the corner is more stable, thereby ensuring the strength of the overall structure.
[0031] The following is a description of a large-width rock slab curtain wall structure of the utility model that is suitable for large-angle installation in conjunction with the accompanying drawings.
[0032] See also Figure 1, showing a cross-sectional view of a large-width rock slab curtain wall structure suitable for large-angle installation according to the utility model. Figure 2 , showing a partial enlarged view of a large-plate rock slab curtain wall structure suitable for large-angle installation in the utility model. Figure 3 , showing an enlarged view of a C-shaped aluminum alloy support with an integrated tongue and groove for a large panel curtain wall structure suitable for large angle installation. Figure 1 and Figure 2 , a large-width rock slab curtain wall structure suitable for large-angle installation is described in the utility model.
[0033] like Figure 1 and Figure 2 As shown, the utility model is a large-width rock slab curtain wall structure suitable for large-angle installation, comprising: a keel system attached to the wall, including a C-shaped aluminum alloy support 11 with an integrated tongue and groove and a square tube keel 6, a bracket 8 is provided on the top of the C-shaped aluminum alloy support 11 with an integrated tongue and groove, and two hooks extending into the bracket 8 are provided on the square tube keel 6;
[0034] A hook assembly fixedly connected to the keel system;
[0035] The rock slabs 1 fixedly connected to the hook assembly form an angle at the connection between two adjacent rock slabs 1;
[0036] A sealing structure for sealing the joints of the rock slab 1;
[0037] Corresponding to the tensioned aluminum plate 2 provided below the rock plate 1, the size of the tensioned aluminum plate 2 is adapted to the size of the rock plate 1, and the end of the tensioned aluminum plate 2 is bent into a hook shape and is clamped with the hook claw on the square tube keel 6;
[0038] A reinforcing plate 15 connected between the keel systems corresponding to two adjacent rock slabs 1 , wherein the reinforcing plate 15 is arranged below the connection between the rock slabs 1 .
[0039] In a preferred embodiment, the outer surface of the rock slab 1 is provided with an anti-fall net, which can effectively prevent the rock slab 1 from falling off due to external influences and causing personal injury.
[0040] In a specific embodiment, the keel system further includes an I-shaped keel 14 , and one end of the square tube keel 6 away from the C-shaped aluminum alloy support 11 with integrated tongue and groove is fixedly connected to the I-shaped keel 14 .
[0041] In a preferred embodiment, the C-shaped aluminum alloy support 11 with an integrated tongue and groove is fixedly connected to an aluminum plate 3 via bolts 10, and the aluminum plate 3 is fixed on the wall.
[0042] In a specific embodiment, a rubber strip is provided between the I-shaped keel 14 and the square tube keel 6. By providing the rubber strip, the I-shaped keel 14 and the square tube keel 6 can be effectively buffered to prevent damage caused by vibration.
[0043] In a specific embodiment, the bracket 8 and the C-shaped aluminum alloy support 11 with integrated tongue and groove are integrally formed.
[0044] In a preferred embodiment, the C-shaped aluminum alloy support 11 with integrated tongue and groove is integrally formed in the factory, and the length and width can be adjusted according to actual needs during the production process, overcoming the disadvantage that the traditional connection system can only fix the rock plate at a single angle. At the same time, the installation and construction are convenient and fast, which improves the installation efficiency. The C-shaped aluminum alloy support 11 with integrated tongue and groove is processed and formed in the factory, and then transported to the installation site for installation, which greatly improves the installation efficiency.
[0045] In a preferred embodiment, the square tube keel 6 is fixed to the bracket 8 by means of hexagonal bolts 9, thereby being fixed to the C-shaped aluminum alloy support 11 with an integrated tongue and groove.
[0046] In a specific embodiment, the hook assembly includes a first hook member 7, a second hook member 13 and a third hook member 4, the third hook member 4 is fixedly connected to the I-shaped keel 14, the second hook member 13 is fixedly connected to the third hook member 4, and the first hook member 7 is fixedly connected to the second hook member 13.
[0047] In a specific embodiment, a slot is provided at the end of the rock board 1, and the first hook member 7 is engaged with the slot of the rock board 1. By setting a hook assembly, the first hook member 7 in the hook assembly is matched with the slot at the end of the rock board 1, so that the warping of the rock board 1 can be effectively avoided and the flatness can be ensured.
[0048] In a preferred embodiment, the third hook member 4 is fixed to the I-shaped keel 14 via a stainless steel screw 5 .
[0049] In a preferred embodiment, the first hook member 7 is fixedly connected to the second hook member 13 by screws.
[0050] In a preferred embodiment, the first hook member 7 is L-shaped.
[0051] In a preferred embodiment, the second hook member 13 is T-shaped.
[0052] In a preferred embodiment, the third hook member 4 is G-shaped.
[0053] In a preferred embodiment, the keel system and the hook assembly are both made of aluminum alloy, which can reduce the weight of the equipment and greatly improve the strength of the structure.
[0054] In a specific embodiment, the sealing structure includes: a foam rod 12 and a sealant, wherein the foam rod 12 is filled at the connection between two adjacent rock plates 1, and the sealant is pasted on the outside of the connection. The gap between two adjacent rock plates 1 is sealed by the foam rod 12, which can improve the overall airtightness of the device.
[0055] In a specific embodiment, the gap between the bracket 8 on the C-shaped aluminum alloy support 11 with integrated tongue and groove and the square tube keel 6 is filled with a sealant. By providing the sealant, the gap between the square tube keel 6 and the bracket 8 is filled, thereby increasing the sealing effect of the device.
[0056] The following is a detailed description of the use process of the utility model of a large-width rock slab curtain wall structure suitable for large-angle installation.
[0057] Select a C-shaped aluminum alloy support 11 with an integrated tongue and groove of appropriate length and width, and then assemble the keel system. During assembly, fill the sealant into the gap of the end bracket 8 of the C-shaped aluminum alloy support 11 with an integrated tongue and groove, then clamp the end of the reinforcement plate 15 and the end of the tensioned aluminum plate 2 with the hook on the square tube keel 6, and then fix the square tube keel 6 to the bracket 8 through the hexagonal bolts 9. Finally, fix the "X" shaped keel 14 on the square tube keel 6.
[0058] Then, the third hook member 4, the second hook member 13 and the first hook member 7 are fixed in sequence. The slot of the rock plate 1 is connected with the first hook member 7, so that the rock plate 1 is fixed.
[0059] After the assembly is completed, the gap between the two rock slabs 1 is sealed and filled with sealant and foam rods 12 to further improve the sealing effect.
[0060] The utility model is described in detail above in conjunction with the embodiments of the drawings. A person skilled in the art can make various variations of the utility model according to the above description. Therefore, some details in the embodiments should not constitute a limitation of the utility model, and the scope of protection of the utility model shall be defined by the scope of the attached claims.
Claims
1. A large-width rock slab curtain wall structure suitable for large-angle installation, characterized by: include: A keel system attached to a wall, comprising a C-shaped aluminum alloy support (11) with an integrated tongue and groove and a square tube keel (6), wherein a bracket (8) is provided on the top of the C-shaped aluminum alloy support (11) with an integrated tongue and groove, and two hooks extending into the bracket (8) are provided on the square tube keel (6); A hook assembly fixedly connected to the keel system; The rock plates (1) are fixedly connected to the hook assembly, and the connection between two adjacent rock plates (1) forms an angle; A sealing structure for sealing the joints of the rock slab (1); Corresponding to the tensioned aluminum plate (2) arranged below the rock plate (1), the size of the tensioned aluminum plate (2) is adapted to the size of the rock plate (1), and the end of the tensioned aluminum plate (2) is bent into a hook shape and is engaged with the hook claw on the square tube keel (6); A reinforcing plate (15) connected between the keel systems corresponding to two adjacent rock slabs (1), wherein the reinforcing plate (15) is arranged below the connection between the rock slabs (1), and the end of the reinforcing plate (15) is bent into a hook shape and is engaged with the hook claw on the square tube keel (6).
2. According to claim 1, a large-width rock slab curtain wall structure suitable for large-angle installation is characterized in that: The keel system further comprises an I-shaped keel (14), and one end of the square tube keel (6) away from the C-shaped aluminum alloy support (11) with an integrated tongue and groove is fixedly connected to the I-shaped keel (14).
3. According to claim 2, a large-width rock slab curtain wall structure suitable for large-angle installation is characterized in that: A rubber strip is provided between the I-shaped keel (14) and the square tube keel (6).
4. According to claim 2, a large-width rock slab curtain wall structure suitable for large-angle installation is characterized in that: The bracket (8) and the C-shaped aluminum alloy support (11) with an integrated tongue and groove are formed in one piece.
5. According to claim 2, a large-width rock slab curtain wall structure suitable for large-angle installation is characterized in that: The hook assembly comprises a first hook member (7), a second hook member (13) and a third hook member (4); the third hook member (4) is fixedly connected to the I-shaped keel (14); the second hook member (13) is fixedly connected to the third hook member (4); and the first hook member (7) is fixedly connected to the second hook member (13).
6. The large-width rock slab curtain wall structure suitable for large-angle installation according to claim 5 is characterized in that: A slot is provided at the end of the rock plate (1), and the first hook member (7) is engaged with the slot of the rock plate (1).
7. The large-width rock slab curtain wall structure suitable for large-angle installation according to claim 1 is characterized in that: The sealing structure comprises: a foam rod (12) and a sealant, wherein the foam rod (12) is filled in the connection between two adjacent rock slabs (1), and the sealant is adhered to the outside of the connection.