CN216157291U - Disconnect-type shock attenuation steel reinforcing rib plate for building - Google Patents
Disconnect-type shock attenuation steel reinforcing rib plate for building Download PDFInfo
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- CN216157291U CN216157291U CN202122247469.3U CN202122247469U CN216157291U CN 216157291 U CN216157291 U CN 216157291U CN 202122247469 U CN202122247469 U CN 202122247469U CN 216157291 U CN216157291 U CN 216157291U
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- Prior art keywords
- rib plate
- separated
- steel
- connecting piece
- damping
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 93
- 239000010959 steel Substances 0.000 title claims abstract description 93
- 230000035939 shock Effects 0.000 title claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 17
- 238000013016 damping Methods 0.000 claims abstract description 47
- 210000000078 claw Anatomy 0.000 claims abstract description 39
- 238000010521 absorption reaction Methods 0.000 claims description 27
- 238000009434 installation Methods 0.000 abstract description 7
- 238000005728 strengthening Methods 0.000 abstract description 5
- 230000002708 enhancing effect Effects 0.000 abstract description 2
- 238000003466 welding Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model provides a separated damping steel reinforcing rib plate for a building, which comprises damping steel, a connecting piece, a separated rib plate and a fixing bolt, wherein the connecting piece is fixedly connected with the connecting piece; the separated rib plate is arranged, is buckled on the outer side of the side wing plate through the first buckling claw and the second buckling claw and is fixed through the fixing bolt, is simple and convenient to install and is detachably connected, and the early installation and the later disassembly of the damping steel are greatly facilitated on the premise of ensuring and enhancing the connection strength between the two damping steels; the clamping groove is arranged, the separated rib plate is positioned in the clamping groove, the stability of the separated rib plate between the two damping steels can be improved, the stress area of the separated rib plate is increased, and the stress strength of the separated rib plate is improved; the connecting piece sets up, and the inside cross arrangement of connecting piece body is provided with the strengthening rib to form a stable triangle-shaped structure, increased connecting piece compressive capacity itself, improved the joint strength between two shock attenuation steels simultaneously.
Description
Technical Field
The utility model belongs to the technical field of steel structures, and particularly relates to a separated damping steel reinforcing rib plate for a building.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and all the members or parts are usually connected by welding seams, bolts or rivets. The self-weight is light, the manufacturing industrialization degree is high, the assembly can be accurately and quickly carried out, the construction is simple and convenient, and the like; and compared with the common non-reinforced brick masonry structure and the concrete frame, the steel structure has better stability and firmness in the using process, so that the steel structure is gradually and widely applied to the fields of warehouses and the like.
The existing damping steel upright columns and the existing damping steel cross beams are connected by welding seams, bolts or rivets, so that the connecting strength is poor, the looseness is easy, the shock resistance is poor, the welding rib plates are difficult, and the later-stage disassembly of some temporary plants is inconvenient.
Therefore, the utility model of the separated shock absorption steel reinforcing rib plate for the building is very necessary.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides a separated damping steel reinforcing rib plate for a building, which aims to solve the problems that the existing damping steel upright post and the existing damping steel cross beam are connected by welding seams, bolts or rivets, so that the connecting strength is poor, the looseness is easy, the shock resistance is poor, the welding of the rib plate is difficult, and the later-stage disassembly of some temporary workshops is inconvenient. A separated damping steel reinforcing rib plate for a building comprises damping steel, a connecting piece, a separated rib plate and a fixing bolt, wherein the damping steel is connected with the damping steel through the connecting piece, and the connecting piece is inserted into the two damping steel to ensure that the two damping steel are perpendicular to each other; the number of the separated rib plates is 2, the separated rib plates are buckled on two sides of the two damping steels through the first buckling claws and the second buckling claws, the separated rib plates are located in the clamping grooves, the stability of the separated rib plates between the two damping steels can be improved through the clamping grooves, the stress area of the separated rib plates is increased, and the stress strength of the separated rib plates is improved; the fixing bolt is matched and connected with the bolt hole A and the bolt hole B at the same time, and the separated rib plate is fixed between the two damping steels.
The shock absorption steel comprises a shock absorption steel body, side wing plates, a clamping groove and a bolt hole A, the shock absorption steel body is of a hollow structure, and the side wing plates symmetrically extend from two sides of the shock absorption steel body; the side wing plate and the damping steel body are of an integrated structure; the clamping groove is formed in the side wing plate, and the length of the clamping groove is consistent with the side length of the rib plate seat; the bolt hole A is arranged on the side wing plate and is positioned in the middle of the clamping groove.
The connecting piece include connecting piece body and strengthening rib, the connecting piece body set up to L shape, this connecting piece body is hollow structure, its inside alternately is provided with the strengthening rib to form 4 stable triangle-shaped structures, increased the compressive capacity of connecting piece itself, improved the joint strength between two shock attenuation steels simultaneously.
The separated rib plate comprises a rib plate seat, a rib plate, a first buckling claw, a second buckling claw and a bolt hole B, wherein the rib plate seat is L-shaped, and a plurality of rib plates are welded inside the rib plate seat; the first buckling claw is welded on one side of the top of the rib plate seat; the second buckling claw is welded on one side of the rib plate seat and is perpendicular to the first buckling claw, the first buckling claw and the second buckling claw are buckled on the outer side of the side wing plate and are fixed by the fixing bolt, the installation is simple and convenient, the connection is detachable, and the early-stage installation and the later-stage disassembly of the damping steel are greatly convenient on the premise of ensuring the connection strength between the two damping steels; the bolt hole B is respectively arranged in the middle of the first buckling claw and the second buckling claw.
The side length of the shock absorption steel is larger than the sum of the side lengths of the two rib plate seats.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the detachable rib plate, the detachable rib plate is buckled on the outer side of the side wing plate through the first buckling claw and the second buckling claw and is fixed through the fixing bolt, the detachable connection is simple and convenient to install, and the early installation and the later disassembly of the damping steel are greatly facilitated on the premise that the connection strength between the two damping steels is enhanced.
2. According to the utility model, the clamping groove is arranged, the separated rib plate is positioned in the clamping groove, the stability of the separated rib plate between two damping steels can be improved, the stress area of the separated rib plate is increased, and the stress strength of the separated rib plate is improved.
3. According to the connecting piece, the reinforcing ribs are arranged in the connecting piece body in a crossed mode, and a stable triangular structure is formed, so that the compression resistance of the connecting piece is improved, and the connecting strength between two damping steels is improved.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a partial structural schematic diagram of the present invention.
Fig. 3 is an exploded view of the present invention.
FIG. 4 is a schematic view of the shock absorbing steel structure of the connector of the present invention.
FIG. 5 is a schematic view of the split rib structure of the present invention.
Fig. 6 is a schematic structural diagram of the present invention.
In the figure:
1-shock-absorbing steel, 11-shock-absorbing steel body, 12-side wing plate, 13-clamping groove, 14-A bolt hole, 2-connecting piece, 21-connecting piece body, 22-reinforcing rib, 3-separating rib plate, 31-rib plate seat, 32-rib plate, 33-first buckling claw, 34-second buckling claw, 35-B bolt hole and 4-fixing bolt.
Detailed Description
In order to make the technical solutions of the present invention better understood by those skilled in the art, the technical solutions in the embodiments of the present invention will be clearly and completely described below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in figures 1-6.
The utility model provides a separated damping steel reinforcing rib plate for a building, which comprises damping steel 1, a connecting piece 2, a separated rib plate 3 and a fixing bolt 4, wherein the damping steel 1 and the damping steel 1 are connected through the connecting piece 2, and the connecting piece 2 is inserted into the two damping steel 1 to ensure that the two damping steel 1 are mutually vertical; the number of the separated rib plates 3 is 2, the separated rib plates 3 are buckled on two sides of the two damping steels 1 through the first buckling claws 33 and the second buckling claws 34, the separated rib plates 3 are located in the clamping grooves 13, the clamping grooves 13 can increase the stability of the separated rib plates 3 between the two damping steels 1, the stress area of the separated rib plates 3 is increased, and the stress strength of the separated rib plates 3 is improved; the fixing bolt 4 is matched and connected with the bolt hole A14 and the bolt hole B35 at the same time, and the separated rib plate 3 is fixed between the two shock absorption steels 1.
The shock absorption steel 1 comprises a shock absorption steel body 11, side wing plates 12, a clamping groove 13 and an A bolt hole 14, wherein the shock absorption steel body 11 is of a hollow structure, and the side wing plates 12 symmetrically extend from two sides of the shock absorption steel body 11; the side wing plate 12 and the damping steel body 11 are of an integral structure; the clamping groove 13 is formed in the side wing plate 12, and the length of the clamping groove 13 is consistent with the side length of the rib plate seat 31; the bolt hole A14 is arranged on the side wing plate 12 and is positioned in the middle of the clamping groove 13.
Connecting piece 2 include connecting piece body 21 and strengthening rib 22, connecting piece body 21 set up to L shape, this connecting piece body 21 is hollow structure, and its inside alternately is provided with strengthening rib 22 to form 4 stable triangle-shaped structures, increased connecting piece 2 compressive capacity itself, improved the joint strength between two shock attenuation steels 1 simultaneously.
The separated rib plate 3 comprises a rib plate seat 31, a rib plate 32, a first buckling claw 33, a second buckling claw 34 and a B bolt hole 35, wherein the rib plate seat 31 is L-shaped, and a plurality of rib plates 32 are welded inside the rib plate seat 31; the first buckling claw 33 is welded on one side of the top of the rib plate seat 31; the second buckling claw 34 is welded on one side of the rib plate seat 31 and is perpendicular to the first buckling claw 33, the first buckling claw 33 and the second buckling claw 34 are buckled on the outer side of the side wing plate 12 and are fixed by the fixing bolt 4, the installation is simple and convenient, the connection is detachable, and the early installation and the later disassembly of the damping steel are greatly convenient on the premise of ensuring and enhancing the connection strength between the two damping steels 1; the bolt holes 35 are respectively arranged in the middle of the first buckling claw 33 and the second buckling claw 34.
The side length of the shock absorption steel 1 is larger than the sum of the side lengths of the two rib plate seats 31.
The working principle is as follows: in the utility model, when the shock absorption steels 1 are connected, the connecting piece 2 is inserted into the two shock absorption steels 1, then the separated rib plate 3 is buckled on the outer side of the side wing plate 12 through the first buckling claw 33 and the second buckling claw 34 and is fixed by the fixing bolt 4, the separated ribbed slab 3 is positioned in the clamping groove 13, the clamping groove 13 can increase the stability of the separated ribbed slab 3 between the two shock absorption steels 1, increase the stress area of the separated ribbed slab 3 and improve the stress strength of the separated ribbed slab 3, the separated ribbed slab 3 is simple and convenient to install and is detachably connected, on the premise of ensuring that the connection strength between the two shock absorption steels 1 is enhanced, the early installation and the later disassembly of the shock absorption steels are greatly convenient, the reinforcing ribs 22 are arranged in the connecting piece 2 in a crossed manner, and 4 stable triangular structures are formed, so that the pressure resistance of the connecting piece 2 is improved, and the connecting strength between the two shock absorption steels 1 is improved.
The technical solutions of the present invention or similar technical solutions designed by those skilled in the art based on the teachings of the technical solutions of the present invention are all within the scope of the present invention to achieve the above technical effects.
Claims (5)
1. The utility model provides a disconnect-type shock attenuation steel reinforcing rib plate for building which characterized in that: the damping steel plate comprises damping steel (1), connecting pieces (2), separated rib plates (3) and fixing bolts (4), wherein the damping steel (1) is connected with the damping steel (1) through the connecting pieces (2), and the connecting pieces (2) are inserted into the two damping steel (1) to ensure that the two damping steel (1) are perpendicular to each other; the number of the separated rib plates (3) is 2, the separated rib plates (3) are buckled on two sides of the two damping steels (1) through a first buckling claw (33) and a second buckling claw (34), and the separated rib plates (3) are positioned in the clamping grooves (13); the fixing bolt (4) is matched and connected with the bolt hole A (14) and the bolt hole B (35) at the same time, and the separated rib plate (3) is fixed between the two damping steels (1).
2. The separated type shock absorption steel reinforcing floor for the building as claimed in claim 1, wherein: the shock absorption steel (1) comprises a shock absorption steel body (11), side wing plates (12), clamping grooves (13) and bolt holes A (14), wherein the shock absorption steel body (11) is of a hollow structure, and the side wing plates (12) symmetrically extend from two sides of the shock absorption steel body (11); the side wing plate (12) and the damping steel body (11) are of an integral structure; the clamping groove (13) is formed in the side wing plate (12), and the forming length of the clamping groove (13) is consistent with the side length of the rib plate seat (31); the bolt hole A (14) is formed in the side wing plate (12) and is located in the middle of the clamping groove (13).
3. The separated type shock absorption steel reinforcing floor for the building as claimed in claim 1, wherein: the connecting piece (2) comprises a connecting piece body (21) and reinforcing ribs (22), wherein the connecting piece body (21) is L-shaped, the connecting piece body (21) is of a hollow structure, the reinforcing ribs (22) are arranged in the connecting piece body in a crossed mode, and 4 stable triangular structures are formed.
4. The separated type shock absorption steel reinforcing floor for the building as claimed in claim 1, wherein: the separated rib plate (3) comprises a rib plate seat (31), a rib plate (32), a first buckling claw (33), a second buckling claw (34) and a B bolt hole (35), wherein the rib plate seat (31) is L-shaped, and a plurality of rib plates (32) are welded inside the rib plate seat (31); the first buckling claw (33) is welded on one side of the top of the rib plate seat (31); the second buckling claw (34) is welded on one side of the rib plate seat (31) and is perpendicular to the first buckling claw (33); the bolt holes (35) are respectively arranged in the middle of the first buckling claw (33) and the second buckling claw (34).
5. The separated type shock absorption steel reinforcing floor for the building as claimed in claim 1, wherein: the side length of the shock absorption steel (1) is larger than the sum of the side lengths of the two rib plate seats (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122247469.3U CN216157291U (en) | 2021-09-16 | 2021-09-16 | Disconnect-type shock attenuation steel reinforcing rib plate for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122247469.3U CN216157291U (en) | 2021-09-16 | 2021-09-16 | Disconnect-type shock attenuation steel reinforcing rib plate for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216157291U true CN216157291U (en) | 2022-04-01 |
Family
ID=80851085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122247469.3U Expired - Fee Related CN216157291U (en) | 2021-09-16 | 2021-09-16 | Disconnect-type shock attenuation steel reinforcing rib plate for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216157291U (en) |
-
2021
- 2021-09-16 CN CN202122247469.3U patent/CN216157291U/en not_active Expired - Fee Related
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220401 |
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| CF01 | Termination of patent right due to non-payment of annual fee |