CN211114292U - Steel construction curtain anti-seismic structure - Google Patents
Steel construction curtain anti-seismic structure Download PDFInfo
- Publication number
- CN211114292U CN211114292U CN201921918562.9U CN201921918562U CN211114292U CN 211114292 U CN211114292 U CN 211114292U CN 201921918562 U CN201921918562 U CN 201921918562U CN 211114292 U CN211114292 U CN 211114292U
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- CN
- China
- Prior art keywords
- rubber
- spout
- steel
- curtain wall
- arm
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a steel construction curtain anti-seismic structure, including bearing diagonal arm, spout and rubber damping piece, the shaping has on the bearing diagonal arm the spout, be provided with in the spout rubber damping piece, rubber damping piece upside is provided with rubber cushion, rubber cushion center is provided with locking bolt. Has the advantages that: the utility model discloses a bracing arm, spout, rubber damping piece, horizontal pole, rubber cushion and locking bolt that set up for the curtain has good damping cushioning effect on the horizontal direction and on the vertical direction when meetting vibrations, and then increases the deflection, avoids the curtain to damage and drops, avoids causing the secondary injury to the pedestrian.
Description
Technical Field
The utility model relates to a curtain field, concretely relates to steel construction curtain anti-seismic structure.
Background
The curtain wall is the outer wall enclosure of the building, does not bear the weight, hangs like a curtain, so is also called as a curtain wall, and is a light wall with decorative effect commonly used by modern large-scale and high-rise buildings. The steel structure curtain wall need use anti-seismic structure when using for curtain and steel construction effectively alleviate vibrations when meetting earthquake disaster, and then weaken the injury that the earthquake caused.
The anti-seismic damping performance of the existing steel structure curtain wall anti-seismic structure is small, so that the deformation of the anti-seismic structure is reduced when the anti-seismic structure encounters vibration, the curtain wall is easily damaged and drops, secondary injury is caused to pedestrians, and therefore the utility model is needed to solve the existing problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to overcome prior art not enough, present a steel construction curtain anti-seismic structure, it is little to have solved current steel construction curtain anti-seismic structure antidetonation damping nature for the anti-seismic structure deflection reduces when meetting vibrations, makes the curtain damage drop easily, causes the problem of secondary injury to the pedestrian.
(II) technical scheme
The utility model discloses a following technical scheme realizes: the utility model provides a steel construction curtain anti-seismic structure, including bearing diagonal arm, spout and rubber damping piece, the shaping has on the bearing diagonal arm the spout, be provided with in the spout rubber damping piece, rubber damping piece upside is provided with rubber cushion, rubber cushion center is provided with locking bolt, bearing diagonal arm upside is provided with the fixing base, be provided with the horizontal pole in the fixing base, horizontal pole one end is provided with the nut.
Further, the welding of fixing base upside has the diaphragm, the welding of diaphragm one side has the inclined strut board, the diaphragm is close to the rubber pad has been spliced to inclined strut board one side, the inclined strut arm is kept away from fixing base one end is provided with the connecting plate, connecting plate one side is provided with the steel column, be provided with fixing bolt on the connecting plate, the welding of inclined strut arm upside has the rib board.
By adopting the technical scheme, the connecting plate can be connected to the steel column through the fixing bolt, so that the inclined strut wall is fixed.
Further, the spout with the rubber damping piece splices, the fixing base with the bracing arm passes through the horizontal pole with the nut is connected.
By adopting the technical scheme, the rubber damping block can ensure that the cross rod has the transverse damping effect when encountering the action of transverse earthquake force, and simultaneously ensure that the cross rod can move for a certain distance in the horizontal direction to weaken the earthquake action.
Furthermore, the cross rod is connected with the nut through threads, and the rubber cushion block is connected with the rubber damping block through the locking bolt.
Through adopting above-mentioned technical scheme, the nut can be with the horizontal pole is fixed, makes the fixing base remains stable.
Furthermore, the locking bolt is in threaded connection with the rubber cushion block, and the number of the inclined supporting arms is two.
Through adopting above-mentioned technical scheme, the bracing wall can be so that the steel construction curtain wall obtains effective support.
Furthermore, the inclined supporting arm is welded with the connecting plate, and the connecting plate is connected with the steel column through the fixing bolt.
By adopting the technical scheme, the steel column provides a stable supporting point for the inclined strut wall.
Further, the fixing bolt is connected with the steel column through threads.
By adopting the technical scheme, the steel column is connected with the steel structure main body, so that the connection stability of the anti-seismic structure is ensured.
(III) advantageous effects
Compared with the prior art, the utility model, following beneficial effect has:
for it is little to solve current steel construction curtain anti-seismic structure antidetonation damping nature, make the antidetonation structure deflection when meetting vibrations reduce, make the curtain damage drop easily, cause the problem of secondary injury to the pedestrian, the utility model discloses a bracing arm, spout, rubber damping piece, horizontal pole, rubber cushion and locking bolt that set up for the curtain has good damping cushioning effect on the horizontal direction and the vertical direction when meetting vibrations, and then increases the deflection, avoids the curtain to damage and drops, avoids causing the secondary injury to the pedestrian.
Drawings
Fig. 1 is a front view of a steel structure curtain wall earthquake-resistant structure of the present invention;
fig. 2 is a top view of a fixing seat in the steel structure curtain wall earthquake-proof structure of the present invention;
FIG. 3 is a top view of bracing arm and rubber damping piece among steel construction curtain anti-seismic structure.
The reference numerals are explained below:
1. a steel column; 2. a diagonal bracing arm; 3. fixing the bolt; 4. a cross rib plate; 5. a rubber damping block; 6. a fixed seat; 7. a nut; 8. a cross bar; 9. a chute; 10. a diagonal bracing plate; 11. a rubber pad; 12. a rubber cushion block; 13. a locking bolt; 14. a transverse plate; 15. a connecting plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1-3, the steel structure curtain wall earthquake-proof structure of the embodiment comprises a diagonal bracing arm 2, a chute 9 and a rubber damping block 5, wherein a transverse plate 14 is welded on the upper side of a fixed seat 6, a diagonal bracing plate 10 is welded on one side of the transverse plate 14, a rubber pad 11 is glued on one side of the transverse plate 14 close to the diagonal bracing plate 10, a connecting plate 15 is arranged at one end of the diagonal bracing arm 2 far away from the fixed seat 6, a steel column 1 is arranged on one side of the connecting plate 15, a fixing bolt 3 is arranged on the connecting plate 15, a transverse rib plate 4 is welded on the upper side of the diagonal bracing arm 2, the chute 9 is glued with the rubber damping block 5, the fixed seat 6 is connected with the diagonal bracing arm 2 through a cross rod 8 and a nut 7, the cross rod 8 is in threaded connection with the nut 7, the rubber damping block 5 is connected with a locking bolt, the connecting plate 15 is connected with the steel column 1 through a fixing bolt 3, and the fixing bolt 3 is connected with the steel column 1 through threads.
As shown in fig. 1-3, in this embodiment, a sliding groove 9 is formed on the diagonal brace arm 2, a rubber damping block 5 is arranged in the sliding groove 9, a rubber cushion block 12 is arranged on the upper side of the rubber damping block 5, a locking bolt 13 is arranged at the center of the rubber cushion block 12, a fixing seat 6 is arranged on the upper side of the diagonal brace arm 2, a cross rod 8 is arranged in the fixing seat 6, a nut 7 is arranged at one end of the cross rod 8, the diagonal brace arm 2 is arranged, the sliding groove 9, the rubber damping block 5, the cross rod 8, the rubber cushion block 12 and the locking bolt 13, so that when the curtain wall encounters vibration, the curtain wall has good damping and buffering effects in the horizontal direction and the vertical direction, further the deformation is increased, the curtain wall is.
The specific implementation process of this embodiment is as follows: when using, be connected to bracing arm 2 and connecting plate 15 on the steel column 1 through fixing bolt 3, then place fixing base 6 at 2 upsides of bracing arm, pass fixing base 6 and spout 9 with horizontal pole 8, and fix horizontal pole 8 through nut 7, after fixing, be connected with the curtain wall structure through diaphragm 14 on the fixing base 6, the curtain wall is when meetting vibrations, because the setting of rubber damping piece 5 and rubber cushion 12, good damping cushioning effect has on the horizontal direction and the vertical direction, and then increase the deflection, avoid the curtain wall to damage and drop, avoid causing secondary damage to the pedestrian, cross rib plate 4 can increase the shearing force of bracing arm 2 vertical direction.
The above-described embodiments are merely illustrative of the preferred embodiments of the present invention and are not intended to limit the spirit and scope of the present invention. Without departing from the design concept of the present invention, various modifications and improvements made by the technical solution of the present invention by those skilled in the art should fall into the protection scope of the present invention, and the technical contents claimed by the present invention have been fully recorded in the claims.
Claims (7)
1. The utility model provides a steel construction curtain anti-seismic structure which characterized in that: including bracing arm (2), spout (9) and rubber damping piece (5), the shaping has on bracing arm (2) spout (9), be provided with in spout (9) rubber damping piece (5), rubber damping piece (5) upside is provided with rubber pad (12), rubber pad (12) center is provided with locking bolt (13), bracing arm (2) upside is provided with fixing base (6), be provided with horizontal pole (8) in fixing base (6), horizontal pole (8) one end is provided with nut (7).
2. The steel structure curtain wall earthquake-resistant structure of claim 1, wherein: fixing base (6) upside welding has diaphragm (14), diaphragm (14) one side welding has inclined supporting plate (10), diaphragm (14) are close to inclined supporting plate (10) one side is spliced there is rubber pad (11), keep away from inclined supporting arm (2) fixing base (6) one end is provided with connecting plate (15), connecting plate (15) one side is provided with steel column (1), be provided with fixing bolt (3) on connecting plate (15), inclined supporting arm (2) upside welding has horizontal floor (4).
3. The steel structure curtain wall earthquake-resistant structure of claim 2, wherein: spout (9) with rubber damping piece (5) splice, fixing base (6) with bracing arm (2) pass through horizontal pole (8) with nut (7) are connected.
4. The steel structure curtain wall earthquake-resistant structure of claim 3, wherein: the cross rod (8) is in threaded connection with the nut (7), and the rubber cushion block (12) is connected with the rubber damping block (5) through the locking bolt (13).
5. The steel structure curtain wall earthquake-resistant structure of claim 4, wherein: the locking bolt (13) is in threaded connection with the rubber cushion block (12), and the number of the inclined supporting arms (2) is two.
6. The steel structure curtain wall earthquake-resistant structure of claim 5, wherein: the inclined supporting arms (2) are welded with the connecting plates (15), and the connecting plates (15) are connected with the steel columns (1) through the fixing bolts (3).
7. The steel structure curtain wall earthquake-resistant structure of claim 6, wherein: the fixing bolt (3) is connected with the steel column (1) through threads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921918562.9U CN211114292U (en) | 2019-11-08 | 2019-11-08 | Steel construction curtain anti-seismic structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921918562.9U CN211114292U (en) | 2019-11-08 | 2019-11-08 | Steel construction curtain anti-seismic structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211114292U true CN211114292U (en) | 2020-07-28 |
Family
ID=71704166
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921918562.9U Expired - Fee Related CN211114292U (en) | 2019-11-08 | 2019-11-08 | Steel construction curtain anti-seismic structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211114292U (en) |
-
2019
- 2019-11-08 CN CN201921918562.9U patent/CN211114292U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200728 Termination date: 20211108 |