CN219952454U - Shock-resistant steel bar welding net - Google Patents
Shock-resistant steel bar welding net Download PDFInfo
- Publication number
- CN219952454U CN219952454U CN202320938382.7U CN202320938382U CN219952454U CN 219952454 U CN219952454 U CN 219952454U CN 202320938382 U CN202320938382 U CN 202320938382U CN 219952454 U CN219952454 U CN 219952454U
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- brace
- impact
- steel
- resistant
- impact resistance
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 66
- 239000010959 steel Substances 0.000 title claims abstract description 66
- 238000003466 welding Methods 0.000 title claims abstract description 28
- 230000035939 shock Effects 0.000 title description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 16
- 238000010008 shearing Methods 0.000 claims abstract description 16
- 239000004568 cement Substances 0.000 claims abstract description 13
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 12
- 239000004917 carbon fiber Substances 0.000 claims abstract description 12
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 description 14
- 230000002787 reinforcement Effects 0.000 description 11
- 210000003205 muscle Anatomy 0.000 description 6
- 238000010276 construction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses an impact-resistant steel bar welded mesh, relates to the technical field of steel bar welded meshes, and aims to solve the problems of strong shearing resistance, insufficient toughness and insufficient impact resistance of the existing steel bar welded mesh in the prior art. The steel bar welding net comprises a shearing resistance transverse rib and an impact resistance longitudinal rib, a first impact resistance brace is arranged above the impact resistance longitudinal rib, the first impact resistance brace is connected with the impact resistance longitudinal rib in a welded mode, a second impact resistance brace is arranged above the first impact resistance brace, the second impact resistance brace is connected with the first impact resistance brace in a welded mode, the first impact resistance brace comprises a steel wrapping body, a reinforcing steel ring is arranged on the inner side of the steel wrapping body, the steel wrapping body is attached to the reinforcing steel ring, cement is arranged on the inner side of the reinforcing steel ring, carbon fibers are arranged on the inner side of the cement, and steel bars are arranged on the inner side of the carbon fibers, and deformation resistant grooves are formed in the inner side of the shearing resistance transverse rib.
Description
Technical Field
The utility model relates to the technical field of steel bar welded nets, in particular to an impact-resistant steel bar welded net.
Background
The welded reinforcing steel bar net is a reinforcing steel bar net sheet formed by arranging longitudinal reinforcing steel bars and transverse reinforcing steel bars at a certain interval and forming a right angle, and all the cross welding points are welded together. The appearance of the reinforced concrete has very important significance for improving the construction efficiency, the structural quality, the safety and the reliability and changing the traditional construction method, and can be used for reinforcing bars of reinforced concrete structures and common reinforcing bars of prestressed concrete structures;
for example, application publication number is CN216921011U, a shear force-resistant steel bar welding net, including the steel bar skeleton, reinforcing mechanism that improves steel bar welding net bulk strength is installed to the one end of steel bar skeleton, reinforcing mechanism's the other end is installed reinforcing bar welding net shear force-resistant force supporting mechanism, reinforcing mechanism's one end is provided with reinforcing bar welding net joint strength's steel bar net, the steel bar skeleton includes first bearing bar and second bearing bar, first bearing bar and second bearing bar all are equidistant setting, and first bearing bar and second bearing bar are mutually perpendicular state setting, the longitudinal section of first bearing bar and second bearing bar all is the setting of wave structure, first bearing bar and the sunken part on the second bearing bar coincide each other, and first bearing bar and second bearing bar's upper and lower both ends all are in same horizontal straight line, reinforcing mechanism includes reserve tank, first reinforcing bar and second reinforcing bar, the reserve tank sets up between first bearing bar and second bearing bar, and the inboard in the groove is the reinforcement form the reinforcement slope setting, first inclination setting, first diagonal setting up with first diagonal setting up steel wire, first diagonal setting up with first diagonal buffer steel bar, first diagonal setting up wire, first diagonal setting up with the first diagonal buffer steel bar, first diagonal setting up, first diagonal setting, first steel bar and second diagonal setting, a second buffer groove is formed between the first steel wire and the second steel wire
Above-mentioned application is through the reinforcement cage and the supporting mechanism that set up, through first bearing bar and the second bearing bar that all are the wave structure setting, can improve the ability of bearing load of this reinforcement welding net, and through mutually supporting with vertical support bar and diagonal support bar, can make this reinforcement welding net effectively resist the shearing force, avoid major structure to be destroyed, long service life, under the effect of the first reinforcement bar that reinforcing mechanism inside includes and second reinforcement bar, can improve reinforcement cage's anti-deformation ability, avoid receiving stress such as extrusion and take place deformation, and through the inside mutually perpendicular first steel wire and the second steel wire that set up of reinforcement cage, can improve the joint strength between first bearing bar and the second bearing bar, but the shearing force resistance of present reinforcement welding net is strong, but toughness is not enough, impact resistance's ability is not enough, consequently, urgent need develop an impact resistance reinforcement welding net and help people to solve current problem.
Disclosure of Invention
The utility model aims to provide an impact-resistant steel bar welding net, which aims to solve the problems that the traditional steel bar welding net has strong shearing resistance, but insufficient toughness and insufficient impact resistance.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a steel bar welded network that shocks resistance, includes the steel bar welded network, the steel bar welded network includes shearing force resistance transverse bar and impact force resistance longitudinal bar, first impact force brace is installed to the top of impact force resistance longitudinal bar, and first impact force brace and impact force resistance longitudinal bar welded connection, the second impact force brace is installed to the top of first impact force brace, and second impact force brace and first impact force brace welded connection.
Preferably, the first anti-impact brace comprises a steel sheath, wherein a reinforcing steel ring is arranged on the inner side of the steel sheath, and the steel sheath is attached to the reinforcing steel ring.
Preferably, cement is arranged on the inner side of the reinforced steel ring, and carbon fibers are arranged on the inner side of the cement.
Preferably, steel bars are arranged on the inner side of the carbon fiber.
Preferably, the inner side of the shear force-resistant transverse rib is provided with an anti-deformation groove, and the anti-deformation groove and the shear force-resistant transverse rib are arranged into an integrated structure.
Preferably, the second anti-impact force brace has the same structure as the first anti-impact force brace, and the second anti-impact force brace is connected with the anti-shear force cross rib in a welding way.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, through the arrangement of the first impact force brace and the second impact force brace, the shear force resistant transverse ribs and the impact force resistant longitudinal ribs of the steel bar welding net can be pulled, so that the pretightening force of the steel bar welding net structure is stronger, the impact force of the steel bar welding net is improved, the first impact force brace and the second impact force brace have certain elasticity, are not easy to break, and the service life is prolonged.
2. According to the utility model, through the arrangement of the deformation-resistant grooves, the shearing-resistant transverse ribs are changed into ribs with grooves from original cylindrical shapes, and the inward concave structure can prevent the shearing-resistant transverse ribs from bending, so that the steel bar welded mesh has stronger shearing resistance.
Drawings
Fig. 1 is an elevation view of an impact resistant rebar welded mesh in accordance with the present utility model;
FIG. 2 is an overall schematic view of the shear resistant transverse bar of the present utility model;
FIG. 3 is an enlarged schematic view of the utility model at A;
FIG. 4 is a schematic view showing the internal structure of the first impact brace of the present utility model.
In the figure: 1. welding a mesh with the reinforcing steel bars; 2. shear force resistant transverse ribs; 3. impact resistance longitudinal ribs; 4. an anti-deformation groove; 5. a first impact brace; 6. a second impact brace; 7. steel wrapping; 8. reinforcing steel rings; 9. cement; 10. a carbon fiber; 11. reinforcing steel bars.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1-4, an embodiment of the present utility model is provided: the utility model provides a steel bar welded mesh that shocks resistance, includes steel bar welded mesh 1, and steel bar welded mesh 1 includes that shearing force resistance cross bar 2 and impact force are indulged muscle 3, and impact force is indulged the top of muscle 3 and is installed first impact force and is drawn 5, and first impact force is drawn 5 and impact force is indulged muscle 3 welded connection, and second impact force is drawn 6 is installed to the top of first impact force drawing 5, and second impact force drawing 6 and first impact force drawing 5 welded connection.
During the use, through the setting of first impact resistance brace 5 and second impact resistance brace 6, can drag shearing force resistance transverse bar 2 and impact resistance longitudinal bar 3 to steel bar welded mesh 1, make steel bar welded mesh structure's pretightning force stronger to improve this steel bar welded mesh 1's impact resistance, and first impact resistance brace 5 and second impact resistance brace 6 have certain elasticity, still be difficult to the rupture, improved life.
Further, the first impact-resistant brace 5 comprises a steel sheath 7, a reinforcing steel ring 8 is arranged on the inner side of the steel sheath 7, the steel sheath 7 is attached to the reinforcing steel ring 8 completely, the steel sheath 7 is used for welding, and the reinforcing steel ring 8 is used for increasing steel strength.
Further, the inboard of strengthening steel ring 8 is provided with cement 9, and the inboard of cement 9 is provided with carbon fiber 10, and cement 9 and the laminating of strengthening steel ring 8, cement 9 and carbon fiber 10 laminate for this first impact resistance brace 5 has elasticity through the setting of cement 9 and carbon fiber 10.
Further, the inside of the carbon fiber 10 is provided with the reinforcing bars 11, and the reinforcing bars 11 make the first impact force resistant braces 5 not easily broken.
Further, the inboard of the horizontal muscle of shear force resistance 2 is provided with anti deformation recess 4, and anti deformation recess 4 sets up to an organic whole structure with the horizontal muscle of shear force resistance 2, through the setting of anti deformation recess 4 for the horizontal muscle of shear force resistance 2 is difficult to bend, improves anti shearing force.
Further, the second impact force brace 6 has the same structure as the first impact force brace 5, the second impact force brace 6 is welded with the shear force resistant cross bar 2, and the shear force resistant cross bar 2 is welded with the impact force resistant longitudinal bar 3.
Working principle: during the use, with anti shearing force transverse bar 2 with the welding of anti impact force longitudinal bar 3, then with first anti impact force brace 5 with the welding of second anti impact force brace 6, the both ends of first anti impact force brace 5 will with anti impact force longitudinal bar 3 welding, the both ends of second anti impact force brace 6 will with anti shearing force transverse bar 2 welding to form complete steel bar welded mesh 1, the structure of first anti impact force brace 5 and second anti impact force brace 6 is the same, from outside to inside, by steel wrapping 7, strengthen steel ring 8, cement 9, carbon fiber 10 and reinforcing bar 11 constitute.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. An impact resistant steel bar welded mesh, comprising a steel bar welded mesh (1), characterized in that: the steel bar welding net (1) comprises a shearing resistant transverse rib (2) and an impact resistant longitudinal rib (3), a first impact resistant brace (5) is arranged above the impact resistant longitudinal rib (3), the first impact resistant brace (5) is connected with the impact resistant longitudinal rib (3) in a welding mode, a second impact resistant brace (6) is arranged above the first impact resistant brace (5), and the second impact resistant brace (6) is connected with the first impact resistant brace (5) in a welding mode.
2. An impact resistant rebar welded mesh in accordance with claim 1, wherein: the first impact-resistant brace (5) comprises a steel sheath (7), a reinforced steel ring (8) is arranged on the inner side of the steel sheath (7), and the steel sheath (7) is attached to the reinforced steel ring (8).
3. An impact resistant rebar weld grid according to claim 2, wherein: the inner side of the reinforced steel ring (8) is provided with cement (9), and the inner side of the cement (9) is provided with carbon fibers (10).
4. An impact resistant rebar weld grid according to claim 3, wherein: the inner side of the carbon fiber (10) is provided with a reinforcing steel bar (11).
5. An impact resistant rebar welded mesh in accordance with claim 1, wherein: the inner side of the shear force-resistant transverse rib (2) is provided with an anti-deformation groove (4), and the anti-deformation groove (4) and the shear force-resistant transverse rib (2) are arranged into an integrated structure.
6. An impact resistant rebar welded mesh in accordance with claim 1, wherein: the second impact force brace (6) and the first impact force brace (5) are identical in structure, and the second impact force brace (6) is connected with the shear force-resistant transverse rib (2) in a welding mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320938382.7U CN219952454U (en) | 2023-04-24 | 2023-04-24 | Shock-resistant steel bar welding net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320938382.7U CN219952454U (en) | 2023-04-24 | 2023-04-24 | Shock-resistant steel bar welding net |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219952454U true CN219952454U (en) | 2023-11-03 |
Family
ID=88555936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320938382.7U Active CN219952454U (en) | 2023-04-24 | 2023-04-24 | Shock-resistant steel bar welding net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219952454U (en) |
-
2023
- 2023-04-24 CN CN202320938382.7U patent/CN219952454U/en active Active
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