Curtain wall reinforcing assembly

Abstract

The utility model relates to the technical field of curtain wall reinforcing, and provides a curtain wall reinforcing assembly aiming at the problem that a traditional glass curtain wall supporting framework stand column structure is insufficient in stability, the curtain wall reinforcing assembly comprises a transverse supporting piece arranged between adjacent stand columns, and the two ends of the transverse supporting piece are connected to the opposite sides of the two adjacent stand columns through connecting pieces correspondingly; a supporting part is further arranged on the transverse supporting part, one end of the supporting part is connected to the transverse supporting part, and the end, away from the transverse supporting part, of the supporting part is connected to the outer side of a building floor through an embedded part. The glass curtain wall supporting framework stand column has the effect of improving the structural stability of the glass curtain wall supporting framework stand column.

Description

Technical Field

[0001] This application relates to the field of curtain wall reinforcement, and particularly to a curtain wall reinforcement component. Background Art

[0002] The glass curtain wall structure is a common exterior wall structure of large buildings at present. Compared with the traditional solid wall structure, the glass curtain wall structure has advantages such as superior lighting and a wider view.

[0003] In the related art, the glass curtain wall structure includes a support skeleton and a glass panel installed and fixed on the support skeleton. Among them, the skeleton includes several vertically arranged columns, and the columns are fixed on the outside of each floor of the building floor through several connecting pieces.

[0004] In view of the above related art, at present, the columns in the support skeletons of most glass curtain wall structures are only fixed on the outside of the building floor through connecting pieces, and the overall structural stability is poor, so there is room for improvement. Utility Model Content

[0005] In order to improve the structural stability of the support skeleton in the glass curtain wall structure, this application provides a curtain wall reinforcement component.

[0006] A curtain wall reinforcement component provided by this application adopts the following technical solution:

[0007] A curtain wall reinforcement component includes a cross brace arranged between adjacent columns. Both ends of the cross brace are respectively connected to the opposite sides of adjacent two columns through connecting pieces. A support member is further arranged on the cross brace. One end of the support member is connected to the cross brace, and the end of the support member far from the cross brace is connected to the outside of the building floor through an embedded part.

[0008] By adopting the above technical solution, by erecting a cross brace between adjacent columns and using the cross brace to connect and fix adjacent two columns, it is beneficial to improve the structural stability between adjacent two columns; through the arrangement of the support member, the cross brace can be supported assistantly by the support member, which is beneficial to improve the overall strength and bending resistance of the cross brace, and further enables the cross brace to better connect and fix adjacent two columns.

[0009] Preferably, the connecting piece includes a connecting plate vertically connected to the end of the cross brace, and the connecting plate is connected to the side of the corresponding column through several connecting bolts.

[0010] By adopting the above technical solution, when installing the cross brace, after moving the cross brace so that the connecting plates at both ends of the cross brace are respectively attached to the opposite sides of adjacent two columns, the connecting plates are fixed to the corresponding columns through connecting bolts, and the installation and fixation of the cross brace can be completed, which is convenient for the installation construction of the cross brace.

[0011] Preferably, rubber gaskets are provided on one side of the connecting plate facing away from the cross brace.

[0012] By adopting the above technical solution, through the setting of the rubber gasket, on the one hand, it can limit the direct contact between the connecting plate and the column, thereby reducing the subsequent electrochemical corrosion between the column and the connecting plate during use. On the other hand, it can absorb part of the external vibration through the rubber gasket, reducing the direct action of external vibration on the connection between the connecting plate and the column, and preventing the connection bolts at the connecting plate from loosening.

[0013] Preferably, the support member includes a support rod, one end of the support rod is connected with a support plate, the support plate is connected with the cross brace, and the other end of the support rod is connected with a mounting plate; the embedded part includes a plurality of threaded sleeves embedded outside the building floor slab; a plurality of fastening bolts are provided on the mounting plate corresponding to the plurality of threaded sleeves, and the fastening bolts are all threadedly inserted into the corresponding threaded sleeves.

[0014] By adopting the above technical solution, the two ends of the support rod are stably connected to the cross brace and the building floor slab respectively, so as to assist in supporting the cross brace through the support member.

[0015] Preferably, the embedded part further includes an embedded plate, and a plurality of the threaded sleeves are vertically inserted and fixed in the embedded plate.

[0016] By adopting the above technical solution, the connection and fixation of a plurality of threaded sleeves are realized by using the embedded plate, which is beneficial to improving the connection integrity between the threaded sleeves.

[0017] Preferably, a support plate is vertically connected to the bottom of the embedded plate, and the bottom of the mounting plate is lapped on the support plate.

[0018] By adopting the above technical solution, through the setting of the support plate, the mounting plate is supported by the support plate, which is beneficial to improving the stress condition of the fastening bolts at the mounting plate, so that the fastening bolts can be more stably connected in the corresponding threaded sleeves.

[0019] Preferably, an annular water stop wing plate is coaxially connected to the outer periphery of each threaded sleeve, and the annular water stop wing plate is located at one end of the threaded sleeve close to the embedded plate.

[0020] By adopting the above technical solution, it is convenient to form a water stop structure on the threaded sleeve, extending the path of external water source entering the interior of the building floor slab, and effectively reducing the subsequent situation that the external water source enters the interior of the building floor slab through the gap between the threaded sleeve and the concrete structure of the building floor slab and corrodes the steel bar structure.

[0021] Preferably, the threaded sleeves are all tied and connected with the steel bars inside the building floor slab.

[0022] By adopting the above technical solution, on the one hand, the limit fixation of the threaded sleeve is realized, and the displacement of the threaded sleeve during the pouring process of the building floor slab is reduced; on the other hand, the external load acting on the threaded sleeve subsequently can be transmitted to the internal steel bars of the building floor slab in time through the threaded sleeve, reducing the situation that the threaded sleeve is prone to deformation and damage due to the long-term action of the load on the threaded sleeve.

[0023] In summary, the present application includes at least one of the following beneficial technical effects:

[0024] 1. By installing a cross brace between two adjacent columns, the connection integrity and structural stability of the two adjacent columns are improved by using the cross brace; by installing a support member on the cross brace and connecting one end of the support member far from the cross brace to the building floor slab, the cross brace can be assisted in supporting by the support member, which is beneficial to improving the overall strength and bending resistance of the cross brace.

[0025] 2. By arranging a rubber pad on the side of the connecting plate facing away from the cross brace, on the one hand, the direct contact between the connecting plate and the column is restricted, reducing subsequent electrochemical corrosion between the column and the connecting plate; on the other hand, part of the external vibration can be absorbed by the rubber pad, reducing the situation that the connecting bolts at the connection between the connecting plate and the column are loosened due to the direct action of the external vibration on the connection between the connecting plate and the column.

[0026] 3. Through the arrangement of the bottom support plate of the embedded plate, the support plate can be used to assist in supporting the mounting plate at the end of the support rod, which is beneficial to improving the stress condition of the fastening bolts on the mounting plate. Description of the Drawings

[0027] Figure 1 is a schematic structural diagram of the reinforcement component in the embodiment of the present application.

[0028] Figure 2 is Figure 1 an enlarged schematic view of part A in

[0029] Figure 3 is a schematic diagram showing the connection relationship between the support member and the embedded part in the embodiment of the present application.

[0030] Description of the Reference Numerals:

[0031] 1. Column; 11. Building floor slab; 2. Cross brace; 21. Connecting plate; 211. Connecting bolt; 3. Support member; 31. Support rod; 32. Support plate; 321. Limit groove; 33. Mounting plate; 331. Fastening bolt; 4. Embedded part; 40. Embedded plate; 401. Support plate; 41. Threaded sleeve; 411. Annular water stop wing plate. Detailed Embodiment

[0032] The following is combined with the attached Figures 1-3This application is described in further detail.

[0033] The present application embodiment discloses a curtain wall reinforcement assembly, referring to Figure 1 and Figure 2 , including a cross brace 2 arranged between adjacent columns 1, both ends of the cross brace 2 are connected to the opposite sides of two adjacent columns 1 through connecting pieces. The cross brace 2 is arranged opposite to the outer side of the building floor 11, and the side of the cross brace 2 facing the building floor 11 is connected to a support 3, and the end of the support 3 away from the cross brace 2 is connected to the outer side of the building floor 11 through an embedded part 4.

[0034] In this embodiment, the cross brace 2 is a metal square tube, and the connecting member includes a connecting plate 21 vertically welded to the end of the cross brace 2; the end of the connecting plate 21 facing away from the cross brace 2 is glued with a rubber gasket; a plurality of connecting bolts 211 are pierced through the connecting plate 21, and the connecting bolts 211 are threadedly connected to the side of the column 1. The two ends of the cross brace 2 are respectively fastened to the two adjacent columns 1, and the cross brace 2 is used to improve the connection integrity and structural stability between the two adjacent columns 1. The setting of the rubber gasket, on the one hand, can limit the direct contact between the connecting plate 21 and the column 1 through the rubber gasket, thereby reducing the electrochemical corrosion between the connecting plate 21 and the column 1 in the subsequent actual use process. On the other hand, the rubber gasket can absorb the external vibration acting on the connection between the connecting plate 21 and the column 1, thereby reducing the vibration acting on the connection between the connecting plate 21 and the column 1 for a long time, resulting in the loosening of the connecting bolts 211.

[0035] The support member 3 includes a support rod 31. In this embodiment, the support rod 31 is a metal square tube. A support plate 32 is vertically welded and fixed to one end of the support rod 31 close to the cross bracing rib. The support plate 32 is formed with a limiting groove 321. The opening of the limiting groove 321 is set away from the building floor 11. The cross bracing member 2 is embedded in the limiting groove 321. The support plate 32 and the cross bracing member 2 are connected by a plurality of sets of bolts and nuts to achieve a stable connection between the support plate 32 and the cross bracing plate. A rubber gasket is bonded to the side of the support plate 32 that contacts the cross bracing member 2 by glue to reduce the subsequent electrochemical corrosion between the support plate 32 and the cross bracing member 2.

[0036] Reference Figure 2 and Figure 3, the embedded part 4 includes an embedded plate 40 embedded in the outer side of the building floor 11; a plurality of threaded sleeves 41 are fixed on the embedded plate 40. A mounting plate 33 is vertically welded to the end of the support rod 31 away from the cross brace 2; a plurality of fastening bolts 331 are inserted into the mounting plate 33 corresponding to the plurality of threaded sleeves 41 on the embedded plate 40, and the fastening bolts 331 are threadedly connected in the corresponding threaded sleeves 41. A stable connection between the support member 3 and the building floor 11 is achieved. Through the setting of the support member 3, the support plate 32 is used to support and limit the cross brace 2, which is conducive to improving the overall strength and bending resistance of the cross brace 2, so that the cross brace 2 can better connect and reinforce the two adjacent columns 1. A rubber gasket is bonded to the side of the mounting plate 33 away from the support rod 31 by glue, which is conducive to reducing the subsequent electrochemical corrosion between the mounting plate 33 and the embedded plate 40.

[0037] The threaded sleeves 41 are connected to the steel structure inside the building floor 11 by steel wire binding. Through the above arrangement, on the one hand, it is helpful to reduce the displacement of the threaded sleeve 41 during the pouring process of the building floor 11; on the other hand, the subsequent external load acting on the threaded sleeve 41 can be transmitted to the internal steel structure of the building floor 11 through the threaded sleeve 41, thereby reducing the external load acting on the threaded sleeve 41 for a long time, which may cause the threaded sleeve 41 and the concrete structure around the threaded sleeve 41 to be easily damaged.

[0038] An annular water-stop wing plate 411 is coaxially welded on the threaded sleeve 41, and the annular water-stop wing plate 411 is located at one end of the threaded sleeve 41 close to the embedded plate 40; a water-stop structure is formed on the threaded sleeve 41 by utilizing the annular water-stop wing plate 411, thereby extending the path for external water sources to enter the interior of the building floor 11, and helping to reduce the situation in which external water sources enter the rusted steel bars inside the building floor 11 through the gap between the threaded sleeve 41 and the concrete structure of the building floor 11.

[0039] A support plate 401 is also vertically connected to the bottom of the embedded plate 40, and the support plate 401 and the embedded plate 40 are arranged in an L shape; the support plate 401 extends outward from the building floor 11; the bottom of the mounting plate 33 is overlapped on the support plate 401. Through the arrangement of the support plate 401, the support plate 401 can be used to provide auxiliary support for the mounting plate 33, which is beneficial to improve the stress condition of the fastening bolts 331 at various locations on the mounting plate 33, thereby allowing the fastening bolts 331 at various locations to be more firmly threaded in the corresponding threaded sleeve 41.

[0040] The implementation principle of the embodiment of the present application is:

[0041] Installation of the support member 3: Move the support member 3 so that the mounting plate 33 overlaps the support plate 401 of the embedded plate 40. Insert the fastening bolt 331 through the mounting plate 33 and thread the fastening bolt 331 into the corresponding threaded sleeve 41 on the embedded plate 40 to achieve the connection between the support member 3 and the building floor slab 11.

[0042] Installation of the cross brace 2: Move the cross brace 2 between two adjacent columns 1, and embed the cross brace 2 into the limit groove 321 of the support plate 32 at the end of the support rod 31. Connect the support plate 32 and the cross brace 2 with bolts and nuts to achieve the connection between the cross brace 2 and the support member 3. Connect the connecting plates 21 at both ends of the cross brace 2 to two adjacent columns 1 respectively with connecting bolts 211 to install the cross brace 2 between the two columns 1.

[0043] Using the cross brace 2 to connect and limit two adjacent columns 1 is beneficial to improving the connection integrity and structural stability of the two adjacent columns 1.

[0044] The above are all the preferred embodiments of this application. The protection scope of this application is not limited hereby. Therefore, all equivalent changes made according to the structure, shape, and principle of this application shall be covered within the protection scope of this application.

Claims

1. A curtain wall reinforcement assembly, characterized in that: The invention comprises a cross brace (2) arranged between adjacent columns (1), wherein both ends of the cross brace (2) are respectively connected to opposite sides of two adjacent columns (1) through connecting members, and a support member (3) is also arranged on the cross brace (2), one end of the support member (3) is connected to the cross brace (2), and the end of the support member (3) away from the cross brace (2) is connected to the outer side of the building floor (11) through an embedded member (4); The support member (3) comprises a support rod (31), one end of the support rod (31) is connected to a support plate (32), the support plate (32) is connected to the cross brace (2), and the other end of the support rod (31) is connected to a mounting plate (33); the embedded member (4) comprises a plurality of threaded sleeves (41) embedded in the outer side of the building floor (11); a plurality of fastening bolts (331) are provided on the mounting plate (33) corresponding to the plurality of threaded sleeves (41), and the fastening bolts (331) are all threadedly provided in the corresponding threaded sleeves (41).

2. A curtain wall reinforcement assembly according to claim 1, characterized in that: The connecting member comprises a connecting plate (21) vertically connected to the end of the cross brace (2); the connecting plate (21) is connected to the side surface of the corresponding column (1) via a plurality of connecting bolts (211).

3. A curtain wall reinforcement assembly according to claim 2, characterized in that: A rubber gasket is provided on one side of the connecting plate (21) facing away from the cross brace (2).

4. The curtain wall reinforcement assembly according to claim 1, characterized in that: The embedded component (4) further comprises an embedded plate (40), and the plurality of threaded sleeves (41) are vertically penetrated and fixed on the embedded plate (40).

5. A curtain wall reinforcement assembly according to claim 4, characterized in that: The bottom of the embedded plate (40) is also vertically connected to a support plate (401), and the bottom of the mounting plate (33) is overlapped on the support plate (401).

6. The curtain wall reinforcement assembly according to claim 4, characterized in that: An annular water-stop wing plate (411) is coaxially connected to the outer periphery of the threaded sleeve (41), and the annular water-stop wing plate (411) is located at one end of the threaded sleeve (41) close to the embedded plate (40).

7. A curtain wall reinforcement assembly according to claim 6, characterized in that: The threaded sleeves (41) are connected by binding with the internal steel bars of the building floor (11).

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