Anchoring-switching-supporting integrated mounting method for indoor ultrahigh glass

Abstract

The invention provides an anchoring-switching-supporting integrated mounting method for indoor ultrahigh glass, and relates to the technical field of ultrahigh glass construction, the indoor ultrahigh glass comprises tempered glass, and a top beam body is arranged above the tempered glass; a top anchoring system is arranged between the top beam body and the tempered glass, a combination of a first pre-embedded plate and a first chemical anchor bolt is adopted, the first pre-embedded plate is firmly anchored into the top beam body through the first chemical anchor bolt, a top bearing and anchoring foundation is provided for the whole glass component, and it is ensured that stress on the upper portion can be effectively transmitted; meanwhile, a galvanized square tube steel frame matched with a transfer steel square tube is used as a transfer component to connect the first pre-embedded plate and a glass clamping system, force transition and direction adjustment are achieved, the rust resistance and corrosion resistance of a square tube are improved through the galvanizing technology, the high requirements for the flatness, firmness and moisture resistance of a base layer are met no matter whether the square tube is fixed through glue or screws, and the service life of the square tube is prolonged. And the problem of durability reduction caused by material aging or corrosion exists.

Description

Technical Field

[0001] This invention relates to the field of ultra-high glass construction technology, and in particular to an integrated installation method for anchoring, transitioning and supporting ultra-high indoor glass. Background Technology

[0002] In interior design, "extra-high glass" typically refers to glass components with a single pane exceeding 3 meters in height (even reaching 5-8 meters). These are often used in high-ceilinged spaces as partitions, feature walls, stair railings, or skylights. The core requirements are transparency and aesthetics, structural safety, and ease of installation. Traditional methods often suffer from heavy frames and noticeable splicing, negatively impacting the overall effect.

[0003] Currently, ultra-high-rise glass is generally installed and fixed using dry bonding and nailing methods. However, existing ultra-high-rise glass installations have the following shortcomings: Dry bonding method: 1. Relying solely on structural adhesive, the adhesive layer is prone to shrinkage and aging in environments with large temperature and humidity changes, affecting bonding strength and service life, leading to glass loosening or falling; 2. The risk is higher when a single glass pane exceeds 1 square meter in area or has a large thickness, and it cannot be used in safety-sensitive areas such as fire escape routes, limiting its applicability. Nailing method: 1. Requires strict requirements on the load-bearing capacity and flatness of the wall or base layer; lightweight partition walls require additional reinforcement, making construction complex; 2. Screw fixing points bear concentrated loads; uneven installation or an unstable base layer can easily lead to uneven stress on the glass, increasing the risk of cracking. Summary of the Invention

[0004] This invention relates to an integrated anchoring-transfer-support structure for indoor ultra-high glass, employing a combination of a first embedded plate and a first chemical anchor. The first chemical anchor firmly anchors the first embedded plate into the top beam body, providing the top load-bearing and anchoring foundation for the entire glass component, ensuring effective transmission of upper forces. Simultaneously, a galvanized square tube steel frame with a transfer steel square tube serves as a transfer component, connecting the first embedded plate and the glass clamping system to achieve force transition and direction adjustment. Furthermore, the galvanizing process enhances the rust and corrosion resistance of the square tube.

[0005] This invention provides an integrated installation method for anchoring, transitioning, and supporting ultra-high indoor glass, specifically including: tempered glass, with a top beam body above the tempered glass; a top anchoring system between the top beam body and the tempered glass; a glass clamping system at the top of the tempered glass, connected to the top anchoring system; a curtain wall body behind the tempered glass; a vertical support system between the curtain wall body and the tempered glass; a ground body below the tempered glass; a bottom load-bearing system between the ground body and the tempered glass; and a leveling component at the bottom of the bottom load-bearing system.

[0006] Furthermore, the top anchoring system includes a first embedded plate, a transition steel square tube, and a first chemical anchor. The first embedded plate is embedded in the bottom of the top beam body and locked in place by the first chemical anchor. The transition steel square tube is composed of a longitudinal short galvanized square tube steel frame and a transverse long galvanized square tube steel frame. The top end of the longitudinal short galvanized square tube steel frame is connected to the first embedded plate, and the bottom end of the longitudinal short galvanized square tube steel frame is connected to the transverse long galvanized square tube steel frame.

[0007] Furthermore, the glass clamping system includes a support plate, a connecting block, a fixing clamp, and a sealing gasket. The support plate has a connecting block at its bottom, and the connecting block has fixing clamps on its front and rear sides at its bottom. The two fixing clamps are symmetrically distributed, and the two fixing clamps have sealing gaskets on their inner sides.

[0008] Furthermore, the support plate is located on the top of the transverse long galvanized square tube steel frame of the transition steel square tube, and the connecting block is set between the transverse long galvanized square tube steel frame. Two fixing plates are clamped on the top of the tempered glass, and the sealing gasket is in contact with the tempered glass.

[0009] Furthermore, the vertical support system includes curtain wall mullions and horizontal reinforcing members. The curtain wall mullions are in contact with the tempered glass, and the curtain wall mullions are connected to the curtain wall body through the horizontal reinforcing members.

[0010] Furthermore, the transverse reinforcing member includes a second embedded plate and a T-shaped steel plate. The second embedded plate is embedded in the front part of the curtain wall body and is locked and fixed by a second chemical anchor. The horizontal plate of the T-shaped steel plate is connected to the second embedded plate by the second chemical anchor bolt, and the vertical plate of the T-shaped steel plate is provided with two through grooves. The positioning plate is in contact with the curtain wall mullion, and the positioning plate is connected to the vertical plate of the T-shaped steel plate by bolts.

[0011] Furthermore, the bottom load-bearing system includes a load-bearing base, a third embedded plate, a U-shaped groove, and a third chemical anchor. The third embedded plate is located below the load-bearing base and is embedded in the front of the ground body. Both the load-bearing base and the third embedded plate are locked and fixed to the ground body using the third chemical anchor. The top of the load-bearing base is provided with a U-shaped groove, and the U-shaped groove is fixedly connected to the load-bearing base by bolts.

[0012] Furthermore, the U-shaped slot engages with the bottom of the tempered glass, and the load-bearing base is fixedly connected to the bottom of the curtain wall mullion via anchors.

[0013] Furthermore, the leveling component includes a supporting square steel frame, a support block, and a connector. The supporting square steel frame is located at the bottom of the load-bearing base, and a support block is provided at the rear of the supporting square steel frame. A connector is provided at the bottom of the rear end of the support block, and the connector is fixedly connected to the third embedded plate by bolts.

[0014] This invention discloses an installation method for an integrated anchoring-transfer-support structure for indoor ultra-high glass, comprising the following steps: S1. The first embedded plate is embedded in the top beam body using four first chemical anchors. The top of the tempered glass is anchored to the top beam body through the transfer steel square tube to realize the transfer of load to the structure and at the same time provide top limit for the glass. S2. The support plate and connecting block are connected to the bottom of the transition steel square tube. At the same time, the fixing plate clamps the edge of the tempered glass by bolt connection. With the help of sealing gaskets, the tempered glass is fixed. S3. The second embedded plate is embedded in the curtain wall body using four second chemical anchors. The top position of the curtain wall mullion is connected to the second embedded plate through a T-shaped steel plate and a positioning plate, so that the curtain wall mullion forms a vertical load-bearing frame. S4. The load-bearing base is pre-embedded in the ground body using four third chemical anchors, and the third pre-embedded plate is pre-embedded in the ground body using six third chemical anchors. The U-shaped slot is fixedly installed on the load-bearing base and is connected to the bottom of the tempered glass through the U-shaped slot to provide bottom support for the tempered glass. At the same time, the leveling component is used to precisely control the levelness of the bottom of the tempered glass.

[0015] This invention provides an integrated anchoring-transfer-support structure for indoor ultra-high glass, which has the following beneficial effects: This invention employs a combination of a first embedded plate and a first chemical anchor bolt. The first embedded plate is firmly anchored into the top beam body by the first chemical anchor bolt, providing the top load-bearing and anchoring foundation for the entire glass component, ensuring that the upper force can be effectively transmitted. At the same time, a galvanized square tube steel frame with a transition steel square tube is used as a transition component to connect the first embedded plate and the glass clamping system, realizing the transition of force and adjustment of direction. Moreover, the galvanizing process improves the rust and corrosion resistance of the square tube.

[0016] Furthermore, this invention utilizes a combination of a support plate and a glass fixing clamp to precisely clamp and fix the tempered glass. The sealing gasket is tightly fitted to the edge of the tempered glass, ensuring the stability of the tempered glass in both horizontal and vertical directions. At the same time, the tempered glass itself has high strength and safety, and can meet the stress requirements of large-size glass.

[0017] In addition, the present invention provides curtain wall mullions as vertical support components for tempered glass, which enhances the overall lateral force resistance of the glass and prevents the glass from undergoing lateral deformation due to its large height.

[0018] In addition, the bottom of this invention uses a load-bearing base as a basic support to provide a bottom load-bearing foundation for the entire glass structure. At the same time, combined with the third embedded plate at the bottom, the connection reliability between the bottom and the building structure is further enhanced to ensure the stability of the overall structure. Furthermore, the supporting square steel frame and U-shaped slot work together to precisely control the levelness of the bottom of the tempered glass, ensuring uniform force distribution and avoiding stress concentration. Attached Figure Description

[0019] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings of the embodiments will be briefly described below.

[0020] The accompanying drawings described below are only related to some embodiments of the invention and are not intended to limit the invention.

[0021] In the attached diagram: Figure 1 This is a schematic diagram of the overall axial view structure of an embodiment of the present invention.

[0022] Figure 2 This is a schematic diagram of the top anchoring system and glass clamping system according to an embodiment of the present invention.

[0023] Figure 3 This is a schematic diagram of the disassembled state structure of the glass clamping system according to an embodiment of the present invention.

[0024] Figure 4 This is a schematic diagram of the vertical support system structure according to an embodiment of the present invention.

[0025] Figure 5 This is a schematic diagram of the second embedded plate and the T-shaped steel plate in a disassembled state according to an embodiment of the present invention.

[0026] Figure 6 This is a schematic diagram of the ground body, bottom load-bearing system, and leveling component structure according to an embodiment of the present invention.

[0027] Figure 7 This is an embodiment of the present invention. Figure 6 Enlarged structural diagram of section A in the middle.

[0028] Figure 8 This is a schematic diagram of the disassembled structure of the bottom load-bearing system and leveling component according to an embodiment of the present invention.

[0029] List of reference numerals 1. Tempered glass; 2. Top beam body; 3. Top anchoring system; 301. First embedded plate; 302. Adapter steel square tube; 303. First chemical anchor; 4. Glass clamping system; 401. Support plate; 402. Connecting block; 403. Fixing clamp; 404. Sealing gasket; 5. Curtain wall body; 6. Vertical support system; 601. Curtain wall mullions; 602. Horizontal reinforcing member; 603. Second embedded plate; 6031. Second chemical anchor; 604. T-shaped steel plate; 6041. Through groove; 6042. Positioning plate; 7. Ground main body; 8. Bottom load-bearing system; 801. Load-bearing base; 802. Third embedded plate; 803. U-shaped slot; 804. Third chemical anchor; 9. Leveling component; 901. Supporting square steel frame; 902. Support block; 903. Connector. Detailed Implementation

[0030] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of the present invention. Based on the described embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0031] Example 1: Please refer to Figures 1 to 8 As shown: This invention provides an integrated installation method for anchoring, transitioning, and supporting ultra-high indoor glass, comprising: tempered glass 1; a top beam body 2 above the tempered glass 1; a top anchoring system 3 between the top beam body 2 and the tempered glass 1; a glass clamping system 4 at the top of the tempered glass 1, and the glass clamping system 4 being connected to the top anchoring system 3; a curtain wall body 5 behind the tempered glass 1; a vertical support system 6 between the curtain wall body 5 and the tempered glass 1; a ground body 7 below the tempered glass 1; a bottom load-bearing system 8 between the ground body 7 and the tempered glass 1; and a leveling component 9 at the bottom of the bottom load-bearing system 8. Tempered glass 1 is laminated art tempered glass, and the glass surface also involves a silicone pad structure for sealing and buffering between the glass panes, improving waterproof and deformation resistance.

[0032] In this embodiment of the disclosure, such as Figure 2As shown, the top anchoring system 3 includes a first embedded plate 301, a transition steel square tube 302, and a first chemical anchor 303. The first embedded plate 301 is embedded in the bottom of the top beam body 2 and locked in place by the first chemical anchor 303. The transition steel square tube 302 is composed of a longitudinal short galvanized square tube steel frame and a transverse long galvanized square tube steel frame. The top end of the longitudinal short galvanized square tube steel frame is connected to the first embedded plate 301, and the bottom end of the longitudinal short galvanized square tube steel frame is connected to the transverse long galvanized square tube steel frame. The invention employs a combination of a first embedded plate 301 and a first chemical anchor 303. The first embedded plate 301 is firmly anchored into the top beam body 2 by the first chemical anchor 303, providing the top load-bearing and anchoring foundation for the entire glass component and ensuring that the upper force can be effectively transmitted. At the same time, a galvanized square tube steel frame with a transition steel square tube 302 is used as a transition component to connect the first embedded plate 301 and the glass clamping system 4, realizing the transition of force and adjustment of direction. Moreover, the galvanizing process improves the rust and corrosion resistance of the square tube.

[0033] In this embodiment of the disclosure, such as Figure 3 As shown, the glass clamping system 4 includes a support plate 401, a connecting block 402, a fixing clamp 403, and a sealing gasket 404. The support plate 401 is provided with a connecting block 402 at its bottom. The connecting block 402 is provided with a fixing clamp 403 on its front and rear sides at its bottom. The two fixing clamps 403 are symmetrically distributed, and the two fixing clamps 403 are provided with a sealing gasket 404 on their inner sides. The support plate 401 is located on the top of the transverse long galvanized square tube steel frame of the transition steel square tube 302, and the connecting block 402 is set between the transverse long galvanized square tube steel frames. Two fixing clamps 403 are clamped on the top of the tempered glass 1, and the sealing gasket 404 is in contact with the tempered glass 1. In this invention, the combination of the support plate 401 and the fixing clamps 403 of the glass is used to accurately clamp and fix the tempered glass 1. The sealing gasket 404 is tightly attached to the edge of the tempered glass 1 to ensure the stability of the tempered glass 1 in the horizontal and vertical directions. At the same time, the tempered glass 1 itself has high strength and safety and can meet the stress requirements of large-size glass.

[0034] In this embodiment of the disclosure, such as Figure 4 and Figure 5 As shown, the vertical support system 6 includes a curtain wall mullion 601 and a horizontal reinforcing member 602. The curtain wall mullion 601 is in contact with the tempered glass 1, and the curtain wall mullion 601 is connected to the curtain wall body 5 through the horizontal reinforcing member 602. The transverse reinforcing member 602 includes a second embedded plate 603 and a T-shaped steel plate 604. The second embedded plate 603 is embedded in the front of the curtain wall body 5 and is locked and fixed by the second chemical anchor 6031. The horizontal plate of the T-shaped steel plate 604 is connected to the second embedded plate 603 via the second chemical anchor bolt 6031, and the vertical plate of the T-shaped steel plate 604 is provided with two through grooves 6041. The positioning plate 6042 is in contact with the curtain wall mullion 601, and the positioning plate 6042 is connected to the vertical plate of the T-shaped steel plate 604 via bolts. In this invention, the curtain wall mullion 601 is provided as a vertical support component for the tempered glass 1, which enhances the overall lateral force resistance of the glass and prevents the glass from undergoing lateral deformation due to its large height.

[0035] In this embodiment of the disclosure, such as Figures 6 to 8 As shown, the bottom load-bearing system 8 includes a load-bearing base 801, a third embedded plate 802, a U-shaped slot 803, and a third chemical anchor 804. The third embedded plate 802 is provided below the load-bearing base 801 and is embedded in the front of the ground body 7. Both the load-bearing base 801 and the third embedded plate 802 are locked and fixed to the ground body 7 by the third chemical anchor 804. The top of the load-bearing base 801 is provided with a U-shaped slot 803 and the U-shaped slot 803 is fixedly connected to the load-bearing base 801 by bolts. The U-shaped slot 803 is engaged with the bottom of the tempered glass 1, and the load-bearing base 801 is fixedly connected to the bottom of the curtain wall mullion 601 by anchors; The leveling component 9 includes a supporting square steel frame 901, a support block 902, and a connector 903. The supporting square steel frame 901 is located at the bottom of the load-bearing base 801, and the support block 902 is provided at the rear of the supporting square steel frame 901. The connector 903 is provided at the bottom of the rear end of the support block 902, and the connector 903 is fixedly connected to the third embedded plate 802 by bolts. In this invention, the load-bearing base 801 is used as the basic support at the bottom to provide a bottom load-bearing foundation for the entire glass structure. At the same time, combined with the third embedded plate 802 at the bottom, the connection reliability between the bottom and the building structure is further enhanced to ensure the stability of the overall structure. Furthermore, the supporting square steel frame 901 and the U-shaped slot 803 cooperate with each other to precisely control the levelness of the bottom of the tempered glass 1, ensuring uniform force distribution and avoiding stress concentration.

[0036] Example 2, based on Example 1, such as Figure 8 As shown, the tempered glass 1 and the surrounding structures such as the connecting block 402 and the U-shaped slot 803 are designed with reasonable gaps to provide buffer space for the thermal expansion and contraction of the glass and the slight deformation of the structure.

[0037] The specific usage and function of this embodiment are as follows: First, the first embedded plate 301 is embedded in the top beam body 2 using four first chemical anchors 303. The top of the tempered glass 1 is anchored to the top beam body 2 through the transition steel square tube 302, realizing the transfer of load to the structure and providing top limit for the glass. The support plate 401 and the connecting block 402 are connected to the bottom of the transition steel square tube 302. At the same time, the fixing clamp 403 clamps the edge of the tempered glass 1 by bolt connection. With the cooperation of the sealing gasket 404, the tempered glass 1 is fixed. The second embedded plate 603 is embedded in the curtain wall using four second chemical anchors 6031. In the main body 5, the top position of the curtain wall mullion 601 is connected to the second embedded plate 603 through the T-shaped steel plate 604 and the positioning plate 6042, so that the curtain wall mullion 601 forms a vertical load-bearing frame; the load-bearing base 801 is embedded in the ground main body 7 with four third chemical anchors 804, and the third embedded plate 802 is embedded in the ground main body 7 with six third chemical anchors 804. The U-shaped slot 803 is fixedly installed on the load-bearing base 801 and is engaged with the bottom of the tempered glass 1 through the U-shaped slot 803, providing bottom support for the tempered glass 1. At the same time, the leveling component 9 is used to precisely control the levelness of the bottom of the tempered glass 1.

[0038] The embodiments of the present invention are given for illustrative and descriptive purposes only, and are not intended to be exhaustive or to limit the invention to the forms disclosed. Many modifications and variations will be apparent to those skilled in the art. The embodiments were chosen and described in order to better illustrate the principles and practical application of the invention, and to enable those skilled in the art to understand the invention and to design various embodiments with various modifications suitable for a particular purpose.

Claims

1. An integrated anchoring-transfer-support structure for indoor ultra-high glass, characterized in that, include: Tempered glass (1), with a top beam body (2) above the tempered glass (1); a top anchoring system (3) is provided between the top beam body (2) and the tempered glass (1); a glass clamping system (4) is provided at the top of the tempered glass (1), and the glass clamping system (4) is connected to the top anchoring system (3); a curtain wall body (5) is behind the tempered glass (1); a vertical support system (6) is provided between the curtain wall body (5) and the tempered glass (1); a ground body (7) is below the tempered glass (1); a bottom load-bearing system (8) is provided between the ground body (7) and the tempered glass (1); a leveling component (9) is provided at the bottom of the bottom load-bearing system (8).

2. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 1, characterized in that... The top anchoring system (3) includes a first embedded plate (301), a transition steel square tube (302) and a first chemical anchor (303). The first embedded plate (301) is embedded in the bottom of the top beam body (2) and locked and fixed by the first chemical anchor (303). The transition steel square tube (302) is composed of a longitudinal short galvanized square tube steel frame and a transverse long galvanized square tube steel frame. The top of the longitudinal short galvanized square tube steel frame is connected to the first embedded plate (301), and the bottom of the longitudinal short galvanized square tube steel frame is connected to the transverse long galvanized square tube steel frame.

3. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 2, characterized in that... The glass clamping system (4) includes a support plate (401), a connecting block (402), a fixing plate (403), and a sealing gasket (404). The support plate (401) has a connecting block (402) at its bottom. The connecting block (402) has a fixing plate (403) on its front and rear sides at its bottom. The two fixing plates (403) are symmetrically distributed, and the two fixing plates (403) have a sealing gasket (404) on their inner sides.

4. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 3, characterized in that, The support plate (401) is located on the top of the transverse long galvanized square tube steel frame of the transition steel square tube (302), and the connecting block (402) is set between the transverse long galvanized square tube steel frame. Two fixing plates (403) are clamped on the top of the tempered glass (1), and the sealing gasket (404) is in contact with the tempered glass (1).

5. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 4, characterized in that, The vertical support system (6) includes a curtain wall mullion (601) and a horizontal reinforcing member (602). The curtain wall mullion (601) is in contact with the tempered glass (1) and is connected to the curtain wall body (5) through the horizontal reinforcing member (602).

6. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 5, characterized in that, The transverse reinforcing member (602) includes a second embedded plate (603) and a T-shaped steel plate (604). The second embedded plate (603) is embedded in the front of the curtain wall body (5) and locked and fixed by a second chemical anchor (6031). The horizontal plate of the T-shaped steel plate (604) is connected to the second embedded plate (603) by the second chemical anchor (6031), and the vertical plate of the T-shaped steel plate (604) is provided with two through grooves (6041). The positioning plate (6042) is in contact with the curtain wall mullion (601), and the positioning plate (6042) is connected to the vertical plate of the T-shaped steel plate (604) by bolts.

7. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 6, characterized in that, The bottom load-bearing system (8) includes a load-bearing base (801), a third embedded plate (802), a U-shaped slot (803), and a third chemical anchor (804). The load-bearing base (801) is provided with a third embedded plate (802) below it, and the third embedded plate (802) is embedded in the front of the ground body (7). The load-bearing base (801) and the third embedded plate (802) are both locked and fixed to the ground body (7) by the third chemical anchor (804). The top of the load-bearing base (801) is provided with a U-shaped slot (803), and the U-shaped slot (803) is fixedly connected to the load-bearing base (801) by bolts.

8. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 7, characterized in that, The U-shaped slot (803) is engaged with the bottom of the tempered glass (1), and the load-bearing base (801) is fixedly connected to the bottom of the curtain wall mullion (601) by anchors.

9. The integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 8, characterized in that, The leveling component (9) includes a supporting square steel frame (901), a supporting block (902), and a connector (903). The supporting square steel frame (901) is located at the bottom of the load-bearing base (801), and the supporting block (902) is provided at the rear of the supporting square steel frame (901). The connector (903) is provided at the bottom of the rear end of the supporting block (902), and the connector (903) is fixedly connected to the third embedded plate (802) by bolts.

10. The installation method of the integrated anchoring-transfer-support structure for indoor ultra-high glass as described in claim 9, characterized in that, Includes the following steps: S1. The first embedded plate (301) is embedded in the top beam body (2) using four first chemical anchors (303). The top of the tempered glass (1) is anchored to the top beam body (2) by the connecting steel square tube (302), so as to realize the transfer of load to the structure and at the same time provide top limit for the glass. S2, the support plate (401) and the connecting block (402) are connected to the bottom of the transition steel square tube (302), and the fixing clamp (403) clamps the edge of the tempered glass (1) by bolt connection, and with the sealing gasket (404), the tempered glass (1) is fixed. S3. The second embedded plate (603) is embedded in the curtain wall body (5) using four second chemical anchors (6031). The top position of the curtain wall mullion (601) is connected to the second embedded plate (603) through a T-shaped steel plate (604) and a positioning plate (6042), so that the curtain wall mullion (601) forms a vertical load-bearing frame. S4. The load-bearing base (801) is embedded in the ground body (7) using four third chemical anchors (804), and the third embedded plate (802) is embedded in the ground body (7) using six third chemical anchors (804). The U-shaped slot (803) is fixedly installed on the load-bearing base (801) and is engaged with the bottom of the tempered glass (1) through the U-shaped slot (803) to provide bottom support for the tempered glass (1). At the same time, the leveling component (9) is used to precisely control the levelness of the bottom of the tempered glass (1).

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