Seat and vertical type overall stress large glass curtain wall system

Abstract

The invention discloses a seated and vertical overall stress large glass curtain wall system, which relates to the technical field of glass curtain walls, and comprises a glass panel, a glass rib, a first galvanized steel tank, a first rigid connecting piece, a glass swinging assembly, a second galvanized steel tank, a second rigid connecting piece and a sliding assembly, the glass rib is fixedly mounted on the inner side of the glass panel, a first mounting groove is formed in the first galvanized steel groove, the bottom of the glass panel is fixedly mounted in the first mounting groove, and the glass panel and the first galvanized steel groove form an integral structure; according to the scheme, the overall design of the glass panel and the first galvanized steel tank is adopted, an overall bearing stress structure of the bottom of the glass panel is formed, the overall structure is installed on a building main body structure through the first steel connecting piece, overall stress of the glass panel and the first galvanized steel tank is achieved, the stress stability of the overall structure is effectively improved, and the overall structure is more stable. Therefore, the problem that the stress effect of the glass panel is not good is solved.

Description

Technical Field

[0001] The invention relates to a standing type integrally stressed large glass curtain wall system, belonging to the technical field of glass curtain walls. Background Art

[0002] With the continuous advancement of science and technology, modern engineering construction has experienced significant growth, and my country's construction industry has also grown accordingly. As the most visible aspect of a building, the exterior decoration of buildings has gradually attracted attention. Full-glass curtain walls, due to their excellent transparency, allow designers to create unique architectural appearances by using different glass shapes, colors, and textures, as well as various connection methods. Furthermore, some large-scale curtain wall projects have incorporated technologies such as LED lighting to achieve nighttime scene changes and enhance the effect. This has brought more inspiration and imagination to architects' designs and created a wider perspective for users, leading to an increasingly wide range of applications in building facades. While the production and installation technology of large-scale glass curtain walls has significantly improved, the production and processing of glass is still limited. When the glass panels are larger, they are more prone to structural safety issues, which has limited the development of full-glass curtain walls. Therefore, new technologies with greater safety and reliability are needed to promote the development of large-scale full-glass curtain walls. Summary of the Invention

[0003] In view of the above-mentioned technical problems, the purpose of the present invention is to propose a standing integral load-bearing large glass curtain wall system.

[0004] The technical solution of the present invention is achieved as follows: a standing integrally loaded large glass curtain wall system comprises a glass panel, a glass rib, a first galvanized steel channel, a first rigid connector, a glass swing assembly, a second galvanized steel channel, a second rigid connector and a sliding assembly;

[0005] The glass rib is fixedly mounted on the inner side of the glass panel. The first galvanized steel channel has a first mounting groove. The bottom of the glass panel is fixedly mounted in the first mounting groove, and the glass panel and the first galvanized steel channel form an integral structure. The first rigid connector is connected and fixed to the bottom surface of the first galvanized steel channel. The first galvanized steel channel is mounted on the upper part of the main building structure through the first rigid connector. The glass swing assembly is mounted on the bottom of the first mounting groove. The glass swing assembly is used to absorb the plane deformation of the glass panel.

[0006] The second galvanized steel channel has a second mounting groove, the top of the glass panel is fixedly installed in the second mounting groove, the second rigid connector is connected and fixed to the top surface of the second galvanized steel channel, the sliding assembly is arranged between the second rigid connector and the lower part of the main building structure, and the second rigid connector and the lower part of the main building structure are slidably matched through the sliding assembly.

[0007] Preferably, a plurality of first pads are provided in the first installation groove, and the plurality of first pads are respectively provided on both sides and the bottom of the glass panel; a plurality of second pads are provided in the second installation groove, and the plurality of second pads are respectively provided on both sides and the top of the glass panel.

[0008] Preferably, the glass rocking assembly includes a support seat, a steel casting and two balancing blocks; the support seat is fixedly connected to the first galvanized steel trough, the steel casting passes through the center of the support seat and is fixed to the first galvanized steel trough, the two balancing blocks are located on both sides of the steel casting and are symmetrically arranged, the top surfaces of the two balancing blocks are both connected and fixed to the first pad, and the bottom surfaces of the two balancing blocks cooperate with the support seat.

[0009] Preferably, the height of the balancing block decreases from the side close to the steel casting to the side away from the steel casting, so that a balancing gap is formed between the side of the balancing block away from the steel casting and the support seat.

[0010] Preferably, the support seat is fixed to the first galvanized steel trough by bolt connection.

[0011] Preferably, the sliding assembly includes a slider and a slide rail, the slider is connected and fixed to the second rigid connection member, and the slide rail is connected and fixed to the main structure of the building.

[0012] Preferably, an upper embedded part is provided on the upper part of the main building structure, and the first rigid connecting part is fixed on the upper embedded part of the main building structure; a lower embedded part is provided on the lower part of the main building structure, and the slide rail is connected and fixed on the lower embedded part of the main building structure.

[0013] Due to the application of the above technical solution, the present invention has the following advantages compared with the prior art:

[0014] 1. The present invention adopts an integral design of the glass panel and the first galvanized steel trough to form an integral supporting force-bearing structure at the bottom of the glass panel. The integral structure is installed on the main structure of the building through the first rigid connector, thereby realizing the integral force of the glass panel and the first galvanized steel trough, effectively improving the force stability of the overall structure, and thus solving the problem of poor force-bearing effect of the glass panel.

[0015] 2. The present invention arranges a glass rocking assembly in the first mounting groove, thereby absorbing a certain amount of plane deformation error of the glass panel, allowing the glass panel to reach a balanced state, thereby ensuring the structural stability of the glass panel.

[0016] 3. The present invention realizes the up and down adjustment of the glass panel by arranging a sliding block and a sliding rail matching structure between the second rigid connector and the building body, and can absorb the vertical deformation of the glass panel, thereby improving the safety performance of the overall structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following briefly introduces the drawings required for use in describing the embodiments of the present invention. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on the contents of the embodiments of the present invention and these drawings without any creative work.

[0018] Attachment Figure 1 This is a structural schematic diagram of a standing integrally loaded large glass curtain wall system according to the present invention;

[0019] Attachment Figure 2 This is a schematic diagram of the connection between a standing integral load-bearing large glass curtain wall system and the upper part of the main building structure according to the present invention;

[0020] Attachment Figure 3 For attachment Figure 2 Enlarged view of point A in the middle;

[0021] Attachment Figure 4 This is a schematic diagram of the connection between a standing integral load-bearing large glass curtain wall system and the lower part of the building main structure according to the present invention;

[0022] Attachment Figure 5 For attachment Figure 4 Enlarged view of point B in the middle;

[0023] Attachment Figure 6 It is a structural schematic diagram of the glass rocking assembly of the present invention.

[0024] In the figure: 1. Glass panel; 2. Glass rib; 3. First galvanized steel channel; 4. First rigid connector; 5. Second galvanized steel channel; 6. Second rigid connector; 7. First mounting groove; 8. Second mounting groove; 9. Main building structure; 10. First pad; 11. Second pad; 12. Support seat; 13. Steel casting; 14. Balance block; 15. Balance gap; 16. Slider; 17. Slide rail; 18. Upper embedded part; 19. Lower embedded part. DETAILED DESCRIPTION

[0025] To make the technical problems solved, the technical solutions adopted, and the technical effects achieved by the present invention more clearly understood, the technical solutions of the embodiments of the present invention will be further described in detail below with reference to the accompanying drawings. It is apparent that the described embodiments are only some of the embodiments of the present invention, not all of them. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without creative effort shall fall within the scope of protection of the present invention.

[0026] In the description of the present invention, it should be noted that the terms "center," "up," "down," "left," "right," "vertical," "straight," "horizontal," "inside," and "outside" and the like, indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings and are intended solely to facilitate the description of the present invention and simplify the description. They are not intended to indicate or imply that the devices or components referred to must have a specific orientation, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limitations on the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance. The terms "first position" and "second position" refer to two different positions.

[0027] In the description of the present invention, it should be noted that, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" should be understood broadly. For example, they may refer to fixed or detachable connections; mechanical or electrical connections; direct or indirect connections through an intermediary; and internal communication between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention.

[0028] As attached Figure 1 As shown, the present invention describes a standing integrally loaded large glass curtain wall system, comprising a glass panel 1, a glass rib 2, a first galvanized steel channel 3, a first rigid connector 4, a glass swing assembly, a second galvanized steel channel 5, a second rigid connector 6 and a sliding assembly, wherein the glass rib 2 is fixedly mounted on the inner side of the glass panel 1.

[0029] As attached Figure 2-3 As shown, the first galvanized steel channel 3 has a first mounting groove 7, the bottom of the glass panel 1 is fixedly installed in the first mounting groove 7, and the glass panel 1 and the first galvanized steel channel 3 form an integral structure; in this embodiment, a plurality of first pads 10 are provided in the first mounting groove 7, and the plurality of first pads 10 are respectively provided on both sides and the bottom end of the glass panel 1 to prevent the glass panel 1 from rigidly contacting the first galvanized steel channel 3, thereby avoiding damage to the glass panel 1 during installation.

[0030] The first rigid connector 4 is fixed to the bottom surface of the first galvanized steel channel 3 by bolt connection, and the first galvanized steel channel 3 is installed on the upper part of the main building structure 9 through the first rigid connector 4; by adopting the overall design of the glass panel 1 and the first galvanized steel channel 3, an overall supporting structure of the bottom of the glass panel 1 is formed. During installation, the overall structure can be installed on the main building structure 9 through the first rigid connector 4, which effectively improves the stress stability of the overall structure, thereby solving the problem of poor stress effect of the glass panel 1.

[0031] As attached Figure 6As shown, the glass swing assembly is installed at the bottom of the first mounting groove 7, and the glass swing assembly is used to absorb the planar deformation of the glass panel 1; specifically, the glass swing assembly includes a support seat 12, a steel casting 13 and two balancing blocks 14; the support seat 12 is fixed to the first galvanized steel groove 3 by bolt connection, the steel casting 13 passes through the center of the support seat 12 and is fixed to the first galvanized steel groove 3, the two balancing blocks 14 are located on both sides of the steel casting 13 and are symmetrically arranged, the top surfaces of the two balancing blocks 14 are connected and fixed to the first pad 10, and the bottom surfaces of the two balancing blocks 14 cooperate with the support seat 12.

[0032] In this embodiment, the height of the balancing block 14 decreases from the side close to the steel casting 13 to the side away from the steel casting 13, so that a balancing gap 15 is formed between the side of the balancing block 14 away from the steel casting 13 and the support seat 12, and an arc-shaped edge structure is formed on the lower side of the balancing block 14; when the glass panel 1 swings left and right, the balancing blocks 14 located on both sides of the steel casting 13 cooperate with the support seat 12 to absorb a certain amount of planar deformation error of the glass panel 1, so that the glass panel 1 reaches a balanced state, thereby ensuring the structural stability of the glass panel 1.

[0033] As attached Figure 4-5 As shown, the second galvanized steel channel 5 has a second mounting groove 8, the top of the glass panel 1 is fixedly installed in the second mounting groove 8, and the second rigid connector 6 is connected and fixed to the top surface of the second galvanized steel channel 5. In this embodiment, a plurality of second pads 11 are provided in the second mounting groove 8, and the plurality of second pads 11 are respectively provided on both sides and the top of the glass panel 1 to prevent the glass panel 1 from rigidly contacting the second galvanized steel channel 5, thereby avoiding damage to the glass panel 1 during installation.

[0034] The sliding assembly is arranged between the second rigid connection member 6 and the lower portion of the main building structure 9 , and the second rigid connection member 6 and the lower portion of the main building structure 9 are slidably matched via the sliding assembly.

[0035] Specifically, the sliding assembly includes a slider 16 and a slide rail 17. The slider 16 is connected and fixed to the second rigid connector 6, and the slide rail 17 is connected and fixed to the main building structure 9. By arranging a structure in which the slider 16 and the slide rail 17 cooperate with each other between the second rigid connector 6 and the main building, the glass panel 1 can be adjusted up and down, and the vertical deformation of the glass panel 1 can be absorbed.

[0036] An upper embedded part 18 is provided on the upper part of the main building structure 9, and the first rigid connecting part 4 is fixed on the upper embedded part 18 of the main building structure 9; a lower embedded part 19 is provided on the lower part of the main building structure 9, and the slide rail 17 is connected and fixed on the lower embedded part 19 of the main building structure 9.

[0037] The above embodiments are only for illustrating the technical concept and features of the present invention. Their purpose is to enable people familiar with this technology to understand the content of the present invention and implement it. They are not intended to limit the scope of protection of the present invention. Any equivalent changes or modifications made according to the spirit of the present invention should be included in the scope of protection of the present invention.

Claims

1. A standing integral force-bearing large glass curtain wall system, characterized by: It comprises a glass panel (1), a glass rib (2), a first galvanized steel channel (3), a first rigid connector (4), a glass swing assembly, a second galvanized steel channel (5), a second rigid connector (6) and a sliding assembly; The glass rib (2) is fixedly mounted on the inner side of the glass panel (1); the first galvanized steel groove (3) has a first mounting groove (7); the bottom of the glass panel (1) is fixedly mounted in the first mounting groove (7); and the glass panel (1) and the first galvanized steel groove (3) form an integral structure; the first rigid connector (4) is connected and fixed to the bottom surface of the first galvanized steel groove (3); the first galvanized steel groove (3) is mounted on the upper part of the main building structure (9) through the first rigid connector (4); the glass swing assembly is mounted on the bottom of the first mounting groove (7); the glass swing assembly is used to absorb the plane deformation of the glass panel (1); The second galvanized steel channel (5) has a second mounting groove (8), the top of the glass panel (1) is fixedly mounted in the second mounting groove (8), the second rigid connector (6) is connected and fixed to the top surface of the second galvanized steel channel (5), the sliding assembly is arranged between the second rigid connector (6) and the lower part of the main building structure (9), and the second rigid connector (6) and the lower part of the main building structure (9) are slidably matched via the sliding assembly.

2. The stand-up integral force-bearing large glass curtain wall system according to claim 1, characterized in that: A plurality of first pads (10) are arranged in the first installation groove (7), and the plurality of first pads (10) are respectively arranged on both sides and the bottom of the glass panel (1); a plurality of second pads (11) are arranged in the second installation groove (8), and the plurality of second pads (11) are respectively arranged on both sides and the top of the glass panel (1).

3. The stand-up integral force-bearing large glass curtain wall system according to claim 2, characterized in that: The glass swing assembly comprises a support seat (12), a steel casting (13) and two balancing blocks (14); the support seat (12) is fixedly connected to the first galvanized steel groove (3); the steel casting (13) passes through the center of the support seat (12) and is fixed to the first galvanized steel groove (3); the two balancing blocks (14) are located on both sides of the steel casting (13) and are symmetrically arranged; the top surfaces of the two balancing blocks (14) are both connected and fixed to the first cushion block (10); and the bottom surfaces of the two balancing blocks (14) cooperate with the support seat (12).

4. The stand-up integral force-bearing large glass curtain wall system according to claim 3, characterized in that: The height of the balancing block (14) decreases from the side close to the steel casting (13) to the side away from the steel casting (13), so that a balancing gap (15) is formed between the side of the balancing block (14) away from the steel casting (13) and the support seat (12).

5. The stand-up integral force-bearing large glass curtain wall system according to claim 4, characterized in that: The support seat (12) is fixed on the first galvanized steel channel (3) by bolt connection.

6. The standing integral force-bearing large glass curtain wall system according to claim 1, characterized in that: The sliding assembly comprises a sliding block (16) and a sliding rail (17); the sliding block (16) is connected and fixed to a second rigid connection member (6); and the sliding rail (17) is connected and fixed to a main building structure (9).

7. The standing integral force-bearing large glass curtain wall system according to claim 6, characterized in that: An upper embedded part (18) is provided on the upper part of the main building structure (9), and the first rigid connection part (4) is fixed on the upper embedded part (18) of the main building structure (9); a lower embedded part (19) is provided on the lower part of the main building structure (9), and the slide rail (17) is connected and fixed on the lower embedded part (19) of the main building structure (9).

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