A kind of installation structure and installation method of suspended ultra-high glass

Abstract

The present application relates to a mounting structure and method for suspended ultra-high glass, belonging to the technical field of curtain wall mounting accessories, comprising a pre-embedded steel plate, a mounting groove being provided on the surface of the pre-embedded steel plate facing away from the main body of the building, the length direction of the mounting groove being parallel to the length direction of the pre-embedded steel plate, a connecting bar being slidably provided on the pre-embedded steel plate and located in the mounting groove, the sliding direction of the connecting bar being parallel to the length direction of the mounting groove; the connecting bar comprising a horizontal plate slidably provided in the mounting groove and a vertical plate provided on the horizontal plate, the surface of the horizontal plate being flush with the surface of the pre-embedded steel plate; the vertical plate being rotatably provided on the horizontal plate, the rotation axis of the horizontal plate being parallel to the width direction of the pre-embedded steel plate, a receiving groove being provided on the horizontal plate for accommodating the vertical plate, the vertical plate being located behind the receiving groove, the surface of the vertical plate being flush with the surface of the horizontal plate, and after the vertical plate is rotated out of the receiving groove, the surface of the vertical plate is flush with the side wall of the horizontal plate facing the column and abutting the side of the column. The present application has the effect of facilitating the installation of the glass curtain wall.

Description

Technical Field

[0001] The present application relates to the technical field of curtain wall installation accessories, and in particular to an installation structure and method for suspended ultra-high glass. Background Art

[0002] Curtain walls are the exterior enclosures of buildings. They are non-load-bearing, hence the name "drapery wall." They are lightweight, decorative wall structures commonly used in modern large and high-rise buildings. Composed of panels and a supporting structure, they are designed to be able to move relative to the main structure or deform themselves, independent of the main structure's forces. Curtain wall panels are typically glass, suspended from a supporting structure.

[0003] At present, the construction process of glass curtain walls is generally as follows: during the construction of the main building, the embedded parts are embedded in the main building, and then the position of the embedded parts is verified; then the position of the connecting wildebeests is determined according to the installation position of the columns, and then the connecting wildebeests are welded to the embedded steel plates of the embedded parts; then the galvanized steel pipes are inserted into the columns, and then holes are drilled on the columns. Then the columns are moved between the two connecting wildebeests and the columns are fixed to the connecting wildebeests with mechanical bolts; after the columns are installed, the beams are moved between the adjacent columns and then fixed to the columns with mechanical bolts; then the glass is hoisted to the installation position, the glass is moved into the installation frame, the pressure blocks are moved between the glass and the columns so that the glass is firmly fixed in the installation frame, and then the pressure blocks are fixed to the columns; then foam plastic rods are filled between the adjacent glasses, and then the outer periphery of the glued area is glued with self-adhesive, and then the foam plastic strips are fixed in the glass gap with sealant, and then the self-adhesive is removed to complete the installation of the glass curtain wall.

[0004] Regarding the above-mentioned related technologies, the inventors believe that there are the following defects: after the connecting wildebeests are welded to the embedded steel plate, their positions are fixed. When installing the columns, the distance between adjacent connecting wildebeests is easily not compatible with the columns, and the connection between the connecting wildebeests and the embedded steel plate needs to be destroyed, and then the position of the connecting wildebeests needs to be adjusted, which makes the installation process more cumbersome. Summary of the Invention

[0005] To facilitate the installation of glass curtain walls, the present application provides an installation structure and method for suspended ultra-high glass.

[0006] In a first aspect, the present application provides a mounting structure for suspended ultra-high glass, which adopts the following technical solutions:

[0007] A mounting structure for suspended ultra-high glass, comprising a pre-embedded steel plate in the form of a long strip, wherein the pre-embedded steel plate is provided with a mounting groove on the surface facing away from the main body of the building, the length direction of the mounting groove being parallel to the length direction of the pre-embedded steel plate, and a connecting wildebeest is slidably provided on the pre-embedded steel plate and located in the mounting groove, the sliding direction of the connecting wildebeest being parallel to the length direction of the mounting groove; the connecting wildebeest comprises a horizontal plate slidably arranged in the mounting groove and a vertical plate arranged on the horizontal plate, the surface of the horizontal plate is flush with the surface of the pre-embedded steel plate; the vertical plate is rotatably arranged on the horizontal plate, the rotation axis of the horizontal plate is parallel to the width direction of the pre-embedded steel plate, and a receiving groove for accommodating the vertical plate is provided on the horizontal plate, after the vertical plate is located in the receiving groove, the surface of the vertical plate is flush with the surface of the horizontal plate, and after the vertical plate is rotated out of the receiving groove, the surface of the vertical plate is flush with the side wall of the horizontal plate facing the column, and abuts against the side of the column.

[0008] By adopting the above technical solution, after the embedded steel plate is embedded in the main body of the building, the surface of the embedded steel plate is located on the surface of the main body of the building. In the early stage of installing the column, the position of the column is first planned on the main body of the building, and then the horizontal plate is slid to the designed position of the column, and then the vertical plate is rotated out so that the plane of the vertical plate is perpendicular to the plane of the horizontal plate, and then the column is moved between the vertical plates, and then the position of the horizontal plate is adjusted so that the vertical plate is in contact with the surface of the column, so that the column fits on the surface of the vertical plate, and then the column is fixed to the vertical plate with mechanical bolts to complete the installation of the column, which is simple and convenient to operate. During the installation process, by adjusting the position of the horizontal plate, it is convenient to fix the columns in the designed position, thereby improving the installation efficiency of the curtain wall; at the same time, the installation accuracy of the curtain wall is improved; further, after the vertical plate is stored in the accommodating groove, the surface of the vertical plate is flush with the surface of the horizontal plate, and the surface of the horizontal plate is flush with the surface of the embedded steel plate, which facilitates the process of embedding the embedded steel plate in the main body of the building. The surface of the embedded steel plate abuts against the surface of the formwork, reducing the possibility of poured concrete entering the surface of the embedded steel plate, and reducing the possibility of the horizontal plate and the vertical plate being bonded to the embedded steel plate due to concrete, thereby facilitating the fixing of the columns on the connecting corner horses.

[0009] Optionally, a slide rod is fixedly provided in the installation groove, the length direction of the slide rod is parallel to the length direction of the installation groove, and the transverse plate is slidably provided on the slide rod.

[0010] By adopting the above technical solution, the horizontal plate slides along the sliding rod, which makes it easier for the horizontal plate to slide along the length direction of the embedded steel plate, and then makes it easier for the horizontal plate to drive the vertical plate to abut against the column; at the same time, due to the action of the mounting groove, the rigidity of the embedded steel plate decreases, and the integrity of the embedded steel plate is destroyed, resulting in the embedded steel plate being easily deformed after the glass panel is hung on the embedded steel plate, causing the glass curtain wall to fall; under the action of the sliding rod, the two opposite side walls of the mounting groove are connected as a whole, which improves the stability of the embedded steel plate, reduces the possibility of deformation of the embedded steel plate, and thus improves the safety of the glass curtain wall.

[0011] Optionally, the side walls of the vertical plate and the horizontal plate on the same side are hinged with support plates, the rotation axis of the support plates is parallel to the rotation axis of the vertical plate, the free ends of the two support plates are hinged to each other, and when the vertical plate is rotated to fit the column, the two support plates are located in the same straight line, and the mounting structure also includes a fixing part for fixing the two support plates to the same straight line.

[0012] By adopting the above technical solution, after the vertical plate is rotated to be perpendicular to the horizontal plate, the vertical plate abuts against the column. At this time, the two support plates are rotated so that the two support plates are located in the same straight line. The two support plates support the vertical plate, reducing the possibility of the vertical plate rotating toward the horizontal plate due to the action of the column, making it easier for the vertical plate to abut against the column, and then making it easier to fix the column on the vertical plate.

[0013] Optionally, the fixing member includes a fixing rod arranged on any one of the support plates, the length direction of the fixing rod is perpendicular to the plane where the support plate is located, and a clamping groove for the fixing rod to be clamped is provided on the other support plate. After the two support plates are located in the same straight line, the fixing rod is clamped in the clamping groove.

[0014] By adopting the above technical solution, when the two support plates rotate to the same straight line, the fixing rod on one support plate is clamped in the clamping groove on the other support plate, thereby fixing the two support plates to the above position, making it easier for the column to be moved between the two vertical plates and easier to fix the column.

[0015] Optionally, a hinge shaft is rotatably provided on the horizontal plate and located in the accommodating groove, the vertical plate is fixed on the hinge shaft, and reinforcement rods are slidingly provided in the accommodating groove and on both sides of the hinge shaft, the sliding direction of the reinforcement rods is parallel to the length direction of the hinge shaft, and grooves for the reinforcement rods to slide into are provided on the vertical plate and on both sides of the hinge shaft, the reinforcement rods abut against the side walls where the grooves of the vertical plate are located, and the mounting structure also includes an elastic member for driving the reinforcement rods to slide into the grooves.

[0016] By adopting the above technical solution, after the glass curtain wall is hung on the columns and beams, the gravity of the glass curtain wall is transmitted to the embedded steel plate through the hinge shaft, which causes the hinge shaft to bend easily during long-term use, and thus easily causes the hinge shaft to fall from the embedded steel plate; under the action of the elastic member, when the vertical plate rotates to be perpendicular to the horizontal plate, when the reinforcement rod is aligned with the groove opening, the reinforcement rod slides into the groove, and the reinforcement rod is clamped into the vertical plate. Under the action of the reinforcement rod and the hinge shaft, the vertical plate is connected to the horizontal plate, which reduces the load on the hinge shaft, reduces the possibility of bending of the hinge shaft, and thus reduces the possibility of the glass curtain wall falling.

[0017] Optionally, the side wall of the accommodating groove is provided with a mounting hole for rotational connection of the hinge shaft, and the upper surface of the horizontal plate is provided with a long strip notch, the long strip notch extends toward the lower surface of the horizontal plate, the long strip notch is connected to the mounting hole, the diameter of the mounting hole is larger than the width of the long strip notch, and the long strip notch is used for the welding rod to enter and weld the hinge shaft to the horizontal plate.

[0018] By adopting the above technical solution, after the column is fixed to the vertical plate, the welding rod is inserted into the mounting hole through the long strip notch, the hinge shaft is welded to the embedded steel plate, and welded along the long strip notch, and the long strip notch is welded into a whole, thereby further improving the stability of the embedded steel plate; at the same time, the hinge shaft is welded to the embedded steel plate, thereby improving the connection stability between the hinge shaft and the embedded steel plate, reducing the possibility of the hinge shaft falling from the embedded steel plate, and further improving the stability of the glass curtain wall.

[0019] Optionally, the end surface of the vertical plate close to the hinge axis is provided with a rounded corner, the rounded corner abuts against the bottom wall of the accommodating groove, and both sides of the rounded corner are welded to the bottom wall of the accommodating groove.

[0020] By adopting the above technical solution, after the vertical plate is rotated to fit against the column, the rounded corners abut against the horizontal plate, and then the two sides of the rounded corners are welded to the horizontal plate, so that the vertical plate and the horizontal plate become a whole, further improving the stability of the connecting wildebeest, and thus improving the stability of the glass curtain wall.

[0021] Optionally, a protective film is bonded to the surface of the embedded steel plate, the area of the protective film is larger than the surface area of the embedded steel plate, and the side wall of the embedded steel plate is sleeved in the protective film.

[0022] By adopting the above technical solution, under the action of the protective film, the possibility of concrete entering the containing groove during the pouring process is reduced, which further facilitates the adjustment of the position of the horizontal and vertical plates, thereby facilitating the installation of the curtain wall; at the same time, the protective film is bonded to the embedded steel plate, which facilitates the removal of the protective film from the embedded steel plate groove in the early stage of column installation.

[0023] Optionally, a bolt is threadedly connected to the transverse plate, the bolt is located on one side of the accommodating groove, and the bolt abuts against the sliding rod.

[0024] By adopting the above technical solution, after the horizontal plate slides to the initial position, the bolts are tightened so that the bolts abut against the sliding rods, thereby fixing the horizontal plate in the above position, thereby facilitating the movement of the columns between the adjacent vertical plates; at the same time, the possibility of the columns touching the horizontal plate and causing the horizontal plate to slide is reduced, thereby further improving the accuracy of the column installation position, thereby improving the accuracy of the glass curtain wall installation.

[0025] In a second aspect, the present application provides a method for installing suspended ultra-high glass, which adopts the following technical solutions:

[0026] Optionally, a method for installing suspended ultra-high glass, using the above-mentioned installation structure for suspended ultra-high glass, further includes:

[0027] S1: Tie the embedded steel plate to the steel frame, then build the formwork so that the formwork and the surface of the embedded steel plate abut against each other, and then pour the concrete;

[0028] S2: After the concrete solidifies, the formwork is removed and the protective film on the embedded steel plate is removed;

[0029] S3: Mark the position of the columns on the main body of the building, then slide the horizontal board, which drives the vertical board to slide close to the column position;

[0030] S4: Rotate the vertical plate out, and place it against the column. Then slide the horizontal plate on the other side so that the vertical plate is against the column. Tighten the bolts to pre-fix the horizontal plate.

[0031] S5: Remove the columns, weld the transverse plates to the reinforcement rods, and weld the transverse plates to the embedded steel plates; then, weld the fillets to the bottom wall of the receiving tank;

[0032] S6: Move the column between the risers and secure the column to the risers using mechanical bolts.

[0033] In summary, this application includes at least one of the following beneficial technical effects:

[0034] 1. After the embedded steel plate is embedded in the main body of the building, the surface of the embedded steel plate is located on the surface of the main body of the building. In the early stage of installing the columns, the position of the columns is first planned on the main body of the building, and then the horizontal plate is slid to the designed position of the columns, and then the vertical plate is rotated out so that the plane of the vertical plate is perpendicular to the plane of the horizontal plate. Then the columns are moved between the vertical plates, and the position of the horizontal plate is adjusted so that the vertical plate abuts against the surface of the columns, so that the columns fit on the surface of the vertical plates. Then, mechanical bolts are used to fix the columns to the vertical plates to complete the installation of the columns. The operation is simple and convenient. In the above process, by adjusting the position of the horizontal plate, it is convenient to fix the columns in the designed position, thereby improving the installation efficiency of the curtain wall and at the same time improving the installation accuracy of the curtain wall.

[0035] 2. After the vertical plate is stored in the receiving groove, the surface of the vertical plate is flush with the surface of the horizontal plate, and the surface of the horizontal plate is flush with the surface of the embedded steel plate, which facilitates the embedding of the embedded steel plate in the main body of the building. The surface of the embedded steel plate abuts against the surface of the formwork, reducing the possibility of poured concrete entering the surface of the embedded steel plate, and reducing the possibility of the horizontal plate and the vertical plate being bonded to the embedded steel plate due to concrete, thereby facilitating the fixing of the column on the connecting corner horse. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] Figure 1 This is a schematic structural diagram of a pre-embedded steel plate adhesive protective film in an installation structure of a suspended ultra-high glass according to an embodiment of the present application;

[0037] Figure 2 This is a schematic diagram of the overall structure of an installation structure of a suspended ultra-high glass according to an embodiment of the present application;

[0038] Figure 3 This is a cross-sectional view of a horizontal plate in an installation structure of a suspended ultra-high glass according to an embodiment of the present application;

[0039] Figure 4 yes Figure 3 A magnified schematic diagram of part A;

[0040] Figure 5 yes Figure 2 Schematic diagram of the enlarged portion B.

[0041] Description of reference numerals: 1. embedded steel plate; 2. mounting groove;

[0042] 3. Connecting wildebeests; 31. Horizontal board; 32. Vertical board;

[0043] 4. Slide groove; 5. Receiving groove; 6. Slide rod; 7. Bolt; 8. Support plate; 9. Fixing rod; 10. Snap-in groove; 11. Hinge shaft; 12. Reinforcement rod; 13. Groove; 14. Slide groove; 15. Spring; 16. Mounting hole; 17. Long strip notch; 18. Protective film. DETAILED DESCRIPTION

[0044] The following is combined with Figure 1-5 This application is described in further detail.

[0045] The embodiment of the present application discloses a mounting structure for suspended ultra-high glass. Figure 1 and Figure 2 The mounting structure of the suspended ultra-high glass includes a pre-buried steel plate 1 in a long strip shape, and a mounting groove 2 is provided on the surface of the pre-buried steel plate 1 facing away from the main body of the building. The length direction of the mounting groove 2 is parallel to the length direction of the pre-buried steel plate 1, and a connecting wildebeest 3 is slidably provided on the pre-buried steel plate 1 and located in the mounting groove 2, and the sliding direction of the connecting wildebeest 3 is parallel to the length direction of the mounting groove 2; the connecting wildebeest 3 includes a horizontal plate 31 slidably arranged in the mounting groove 2 and a vertical plate 32 arranged on the horizontal plate 31, and the surface of the horizontal plate 31 is flush with the surface of the pre-buried steel plate 1. In the embodiment of the present application, the horizontal plate 31 is fixedly provided with a slider on the surface of the side wall of the mounting groove 2, and the side wall of the mounting groove 2 is provided with a slide groove 4 for the slider to slide, and the length direction of the slide groove 4 is parallel to the length direction of the long strip notch 17;

[0046] Reference Figure 1 and Figure 2 Furthermore, the vertical plate 32 is rotatably set on the horizontal plate 31, and the rotation axis of the horizontal plate 31 is parallel to the width direction of the embedded steel plate 1. A receiving groove 5 for accommodating the vertical plate 32 is opened on the horizontal plate 31. After the vertical plate 32 is located in the receiving groove 5, the surface of the vertical plate 32 is flush with the surface of the horizontal plate 31. After the vertical plate 32 is rotated out of the receiving groove 5, the surface of the vertical plate 32 is flush with the side wall of the horizontal plate 31 facing the column, and abuts the side of the column.

[0047] In the early stage of glass curtain wall installation, the embedded steel plate 1 is first buried in the main body of the building, and then the position of the column is marked on the main body of the building. Then the horizontal plate 31 is slid to the marked position, and the column is moved between the two horizontal plates 31. Then the vertical plate 32 is rotated out so that the vertical plate 32 abuts against the column, and then the column is fixed to the vertical plate 32 by mechanical bolts. Then the vertical plate 32 and the horizontal plate 31 are fixed to complete the column installation. The above process facilitates the adjustment of the column position, so that the column is located at the designed position, thereby improving the installation accuracy of the curtain wall.

[0048] Reference Figure 2 and Figure 3 In the embodiment of the present application, in order to reduce the possibility of the slider bending and falling off from the slide groove 4, a slide rod 6 is fixedly installed in the installation groove 2. The length direction of the slide rod 6 is parallel to the length direction of the installation groove 2, and the cross plate 31 is slidably set on the slide rod 6; under the action of the slide rod 6, it bears part of the load of the slider, thereby reducing the possibility of the slider bending or damage.

[0049] Reference Figure 2 and Figure 3 In order to facilitate the temporary fixation of the horizontal plate 31 at the designed position, so that the column can be moved between the adjacent vertical plates 32, a bolt 7 is threadedly connected to the horizontal plate 31, and the bolt 7 is located on one side of the installation groove 2, and the bolt 7 abuts on the slide rod 6; after the horizontal plate 31 slides to the designed position, the bolt 7 is tightened so that the bolt 7 abuts on the slide rod 6 to temporarily fix the horizontal plate 31 at the above position, thereby improving the subsequent column installation accuracy.

[0050] Reference Figure 2 and Figure 3 In the embodiment of the present application, in order to reduce the possibility that the upright posts touch the upright posts 32 and cause the upright posts 32 to rotate, the upright posts 32 and the horizontal posts 31 are hingedly connected to the surfaces close to each other with support plates 8. The support plates 8 are in the shape of long bars, and the rotation axis of the support plates 8 is parallel to the rotation axis of the upright posts 32. The free ends of the two support plates 8 are hingedly connected to each other. When the upright posts 32 are rotated to fit the upright posts, the two support plates 8 are located in the same straight line. The mounting structure further includes a fixing member for fixing the two support plates 8 to the same straight line.

[0051] Reference Figure 3 and Figure 4The fixing part includes a fixing rod 9 fixedly arranged on any one of the support plates 8. The length direction of the fixing rod 9 is perpendicular to the plane where the support plate 8 is located. A clamping groove 10 for the fixing rod 9 to be clamped is opened on the other support plate 8. After the two support plates 8 are located in the same straight line, the fixing rod 9 is clamped in the clamping groove 10.

[0052] During the process of the vertical plate 32 being rotated out, the vertical plate 32 drives the support plate 8 to rotate, and the rotation of the support plate 8 drives the fixing rod 9 to be clamped in the clamping groove 10, temporarily fixing the two support rods at the above position, thereby facilitating the column to be moved between the two vertical plates 32.

[0053] In an embodiment of the present application, the support plate 8 is a weldable metal plate. After the column is fixed between the vertical plates 32, the hinge points of the two support plates 8, the hinge points of the support plate 8 and the vertical plate 32, and the hinge points of the support plate 8 and the horizontal plate 31 are fixed by welding, so that the horizontal plate 31 and the vertical plate 32 are connected as a whole, thereby improving the stability of the connected wildebeest 3.

[0054] Reference Figure 3 and Figure 4 The cam 32 is fixed on the hinge 11 and is provided with a hinge part 12 on both sides of the hinge 11. The sliding direction and length direction of the hinge part 12 are parallel to the length direction of the hinge 11. The vertical plate 32 is provided with a groove 13 on both sides of the hinge 11 for the reinforcement rod 12 to slide into. The reinforcement rod 12 abuts against the side wall of the groove 13 of the vertical plate 32. The mounting structure further includes an elastic member for driving the reinforcement rod 12 to slide into the groove 13. In the embodiment of the present application, a sliding groove 14 for the reinforcement rod 12 to slide is provided on the horizontal plate 31. The sliding groove 14 is connected to the accommodating groove 5. The elastic member includes a spring 15 arranged in the sliding groove 14. One end of the spring 15 is fixedly provided on the bottom wall of the sliding groove 14, and the other end is fixedly provided on the bottom wall of the reinforcement rod 12.

[0055] After the vertical plate 32 rotates to be perpendicular to the plane where the horizontal plate 31 is located, the fixing rod 9 and the groove 13 are located on the same axis. Under the elastic force of the spring 15, the fixing rod 9 is driven to slide into the groove 13, so that there are multiple connection ends between the horizontal plate 31 and the vertical plate 32, thereby reducing the load on the hinge shaft 11 and the possibility of the hinge shaft 11 falling from the horizontal plate 31, thereby improving the safety performance of the glass curtain wall.

[0056] Reference Figure 2 and Figure 5In order to further improve the safety performance of the hinge shaft 11, the side wall of the accommodating groove 5 is provided with a mounting hole 16 for the rotational connection of the hinge shaft 11, and the upper surface of the horizontal plate 31 is provided with a long strip notch 17, which extends toward the lower surface of the horizontal plate 31. The long strip notch 17 is connected to the mounting hole 16, and the diameter of the mounting hole 16 is greater than the width of the long strip notch 17. The long strip notch 17 is used for the welding rod to enter and weld the hinge shaft 11 to the horizontal plate 31; after the reinforcement rod 12 is connected to the vertical plate 32, the welding rod is extended into the long strip notch 17, and the hinge shaft 11 and the horizontal plate 31 are welded into a whole, and the long strip notch 17 is welded and filled, which further improves the safety of the hinge shaft 11.

[0057] Reference Figure 2 In the embodiment of the present application, a rounded corner is provided on the end face of the vertical plate 32 close to the hinge shaft 11 , the rounded corner abuts against the bottom wall of the accommodating groove 5 , and both sides of the rounded corner are welded to the bottom wall of the accommodating groove 5 .

[0058] Reference Figure 1 and Figure 2 In order to reduce the possibility of concrete immersing in the receiving groove 5 during the concrete pouring process, a protective film 18 is adhered to the surface of the embedded steel plate 1. The area of the protective film 18 is larger than the surface area of the embedded steel plate 1, and the side wall of the embedded steel plate 1 is sleeved in the protective film 18; the protective film 18 seals the opening of the receiving groove 5, reducing the possibility of concrete entering the receiving groove 5, thereby facilitating the position adjustment of the horizontal plate 31 and the vertical plate 32, so as to facilitate the later fixation of the column.

[0059] The implementation principle of the installation structure of a suspended ultra-high glass in the embodiment of the present application is as follows:

[0060] In the early stage of glass curtain wall installation, the embedded steel plate 1 is first buried in the main body of the building, and then the column position is marked on the main body of the building. Then the horizontal plate 31 is slid to the marked position and the horizontal plate 31 is fixed to the above position with bolts 7;

[0061] Move the column between the two horizontal plates 31, then rotate the vertical plate 32 so that the vertical plate 32 abuts against the column. At this time, the support plate 8 is fixed at the above position by the fixing rod 9; at the same time, under the thrust of the spring 15, the reinforcement rod 12 slides into the groove 13; then fix the column to the vertical plate 32 with mechanical bolts, and then fix the vertical plate 32 and the horizontal plate 31 to complete the column installation.

[0062] The embodiment of the present application discloses a method for installing a suspended ultra-high glass. Figure 1 The installation method of the suspended ultra-high glass uses the installation structure of the suspended ultra-high glass, and also includes;

[0063] S1: Tie the embedded steel plate 1 to the steel frame, then build the formwork so that the formwork and the surface of the embedded steel plate 1 abut against each other, and then pour concrete;

[0064] S2: After the concrete solidifies, the formwork is removed and the protective film 18 on the embedded steel plate 1 is removed;

[0065] S3: Mark the position of the column on the main body of the building, then slide the horizontal plate 31, which drives the vertical plate 32 to slide close to the column;

[0066] S4: Rotate the vertical plate 32 so that it abuts against the column, then slide the horizontal plate 31 on the other side so that the vertical plate 32 abuts against the column, and tighten the bolt 7 to pre-fix the horizontal plate 31;

[0067] S5: Remove the upright column, weld the horizontal plate 31 to the reinforcing rod 12, and weld the horizontal plate 31 to the embedded steel plate 1; then, weld the fillet to the bottom wall of the receiving groove 5;

[0068] S6: Move the column between the vertical plates 32 and fix the column to the vertical plates 32 using mechanical bolts.

[0069] The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the scope of protection of the present application.

Claims

1. A mounting structure for suspended ultra-high glass, characterized by: The invention comprises a long strip-shaped embedded steel plate (1), a mounting groove (2) is provided on the surface of the embedded steel plate (1) facing away from the main body of the building, the length direction of the mounting groove (2) is parallel to the length direction of the embedded steel plate (1), a connecting giraffe (3) is slidably provided on the embedded steel plate (1) and located in the mounting groove (2), the sliding direction of the connecting giraffe (3) is parallel to the length direction of the mounting groove (2); the connecting giraffe (3) comprises a horizontal plate (31) slidably provided in the mounting groove (2) and a vertical plate (32) provided on the horizontal plate (31), the horizontal plate (31) The surface of the vertical plate (32) is flush with the surface of the embedded steel plate (1); the vertical plate (32) is rotatably arranged on the horizontal plate (31), the rotation axis of the horizontal plate (31) is parallel to the width direction of the embedded steel plate (1), and the horizontal plate (31) is provided with a receiving groove (5) for receiving the vertical plate (32). After the vertical plate (32) is located in the receiving groove (5), the surface of the vertical plate (32) is flush with the surface of the horizontal plate (31). After the vertical plate (32) is rotated out of the receiving groove (5), the surface of the vertical plate (32) is flush with the side wall of the horizontal plate (31) facing the column and abuts against the side of the column.

2. The installation structure of a suspended ultra-high glass according to claim 1, characterized in that: A slide bar (6) is fixedly arranged in the installation groove (2), the length direction of the slide bar (6) is parallel to the length direction of the installation groove (2), and the transverse plate (31) is slidably arranged on the slide bar (6).

3. The installation structure of a suspended ultra-high glass according to claim 2, characterized in that: The side walls of the vertical plate (32) and the horizontal plate (31) on the same side are both hinged with a support plate (8), the rotation axis of the support plate (8) is parallel to the rotation axis of the vertical plate (32), the free ends of the two support plates (8) are hinged to each other, and when the vertical plate (32) is rotated to fit the column, the two support plates (8) are located in the same straight line, and the installation structure also includes a fixing member for fixing the two support plates (8) to the same straight line.

4. The installation structure of a suspended ultra-high glass according to claim 3, characterized in that: The fixing member comprises a fixing rod (9) arranged on any one of the support plates (8), the length direction of the fixing rod (9) being perpendicular to the plane where the support plate (8) is located, and a clamping groove (10) for clamping the fixing rod (9) is provided on the other support plate (8), and when the two support plates (8) are located in the same straight line, the fixing rod (9) is clamped in the clamping groove (10).

5. The installation structure of a suspended ultra-high glass according to claim 4, characterized in that: A hinge shaft (11) is rotatably provided on the horizontal plate (31) and located in the accommodating groove (5); the vertical plate (32) is fixedly provided on the hinge shaft (11); reinforcement rods (12) are slidably provided in the accommodating groove (5) and on both sides of the hinge shaft (11); the sliding direction of the reinforcement rods (12) is parallel to the length direction of the hinge shaft (11); grooves (13) for the reinforcement rods (12) to slide into are provided on the vertical plate (32) and on both sides of the hinge shaft (11); the reinforcement rods (12) abut against the side wall of the vertical plate (32) where the grooves (13) are located; and the mounting structure further includes an elastic member for driving the reinforcement rods (12) to slide into the grooves (13).

6. The installation structure of a suspended ultra-high glass according to claim 5, characterized in that: The side wall of the accommodating groove (5) is provided with a mounting hole (16) for rotatably connecting the hinge shaft (11); the upper surface of the transverse plate (31) is provided with a long strip notch (17); the long strip notch (17) extends toward the lower surface of the transverse plate (31); the long strip notch (17) is connected to the mounting hole (16); the diameter of the mounting hole (16) is larger than the width of the long strip notch (17); the long strip notch (17) is used for a welding rod to enter and weld the hinge shaft (11) to the transverse plate (31).

7. The installation structure of a suspended ultra-high glass according to claim 6, characterized in that: The end surface of the vertical plate (32) close to the hinge shaft (11) is provided with a rounded corner, the rounded corner abuts against the bottom wall of the accommodating groove (5), and both sides of the rounded corner are welded to the bottom wall of the accommodating groove (5).

8. The installation structure of a suspended ultra-high glass according to claim 7, characterized in that: A protective film (18) is bonded to the surface of the embedded steel plate (1), the area of the protective film (18) is larger than the surface area of the embedded steel plate (1), and the side wall of the embedded steel plate (1) is sleeved in the protective film (18).

9. The installation structure of a suspended ultra-high glass according to claim 8, characterized in that: A bolt (7) is threadedly connected to the transverse plate (31), and the bolt (7) is located on one side of the receiving groove (5). The bolt (7) abuts against the slide rod (6).

10. A method for installing suspended ultra-high glass, characterized by: The installation structure using the suspended ultra-high glass according to claim 9 further comprises: S1: Tie the embedded steel plate (1) to the steel frame, then build the formwork so that the formwork and the surface of the embedded steel plate (1) abut against each other, and then pour concrete; S2: After the concrete solidifies, the formwork is removed and the protective film (18) on the embedded steel plate (1) is removed; S3: Mark the position of the column on the main body of the building, then slide the horizontal plate (31), and the horizontal plate (31) drives the vertical plate (32) to slide to a position close to the column; S4: Turn out the vertical plate (32), so that the vertical plate (32) abuts against the column, then slide the horizontal plate (31) on the other side so that the vertical plate (32) abuts against the column, and tighten the bolt (7) to pre-fix the horizontal plate (31); S5: Remove the upright column, weld the horizontal plate (31) to the reinforcing rod (12), and weld the horizontal plate (31) to the embedded steel plate (1); then, weld the fillet to the bottom wall of the receiving groove (5); S6: Move the column between the vertical plates (32) and fix the column to the vertical plates (32) using mechanical bolts.

Images