CN210888250U - Anti-seismic profile steel structure - Google Patents
Anti-seismic profile steel structure Download PDFInfo
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- CN210888250U CN210888250U CN201921666288.0U CN201921666288U CN210888250U CN 210888250 U CN210888250 U CN 210888250U CN 201921666288 U CN201921666288 U CN 201921666288U CN 210888250 U CN210888250 U CN 210888250U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 41
- 239000010959 steel Substances 0.000 title claims abstract description 41
- 238000013016 damping Methods 0.000 claims abstract description 12
- 230000006835 compression Effects 0.000 claims abstract description 7
- 238000007906 compression Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 230000035939 shock Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 10
- 238000009434 installation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to an anti-seismic profile steel structure, which comprises a base, wherein the top of the base is provided with a supporting rod, the inner cavity of the base is provided with a connecting groove, the bottom of the supporting rod is embedded into the base, a fixing plate is fixedly arranged at the bottom of the supporting rod, a damping spring is fixedly arranged between the fixing plate and the bottom of the connecting groove, the top of the supporting rod is fixedly provided with a connecting seat, the top of the connecting seat is provided with a through hole, the top of the through hole is fixedly connected with a connecting plate through a fixing bolt, the bottom of the inner cavity of the through hole is provided with a lower clamping plate through a compression spring, the bottom of the connecting plate is provided with an upper clamping plate through a compression spring, a beam frame is arranged between the connecting seats, two ends of the, meanwhile, the integral shock resistance of the steel structure can be increased, and the safety in the case of large shock is improved.
Description
Technical Field
The utility model relates to an antidetonation shaped steel structure belongs to steel construction technical field.
Background
The steel structure is the structure mainly by steel material composition, be one of the main building structure type, the structure mainly comprises girder steel, members such as steel column and steel truss that shaped steel and steel sheet etc. were made, adopt welding seam, bolt or rivet connection usually between each member or the part, because of its dead weight is lighter, and the construction is simple and convenient, wide application in fields such as large-scale factory building, venue and superelevation layer, however, when traditional steel structure meets great vibrations, because do not set up damping device, so the shock resistance of these steel structures is relatively poor, can influence the stability of steel structure like this, collapse even and cause the potential safety hazard to people.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation shaped steel structure, it is more convenient during the installation, can increase the holistic shock resistance of steel construction simultaneously, guarantees the security when meetting great vibrations to solve the problem of proposing among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: an anti-seismic profile steel structure comprises a base, wherein a supporting rod is arranged at the top of the base, a connecting groove is formed in an inner cavity of the base, the bottom of the supporting rod is embedded into the base, a fixing plate is fixedly arranged at the bottom end of the supporting rod, a damping spring is fixedly arranged between the fixing plate and the bottom of the connecting groove inner cavity, a connecting seat is fixedly arranged at the top of the supporting rod, a through hole is formed in the top of the connecting seat, a connecting plate is fixedly connected to the top of the through hole through a fixing bolt, a lower clamping plate is arranged at the bottom of the inner cavity of the through hole through a compression spring, an upper clamping plate is arranged at the bottom of the connecting plate through the compression spring, a beam frame is arranged between the connecting seats, two ends of the beam frame penetrate through the through hole, the base bottom is fixedly provided with a mounting plate.
Furthermore, reinforcing rods are fixedly arranged between the bases and between the supporting rods, and the reinforcing rods are arranged in a staggered mode.
Furthermore, the bottom of the connecting groove inner cavity is fixedly provided with a supporting block, the supporting block is positioned between the damping springs, and the height of the bottom of the supporting block is smaller than that of the fixing plate.
Furthermore, the beam frame is positioned between the lower clamping plate and the upper clamping plate, and the joint of the beam frame and the upper clamping plate is provided with an anti-skid pad.
Furthermore, the upper clamping plates are symmetrically arranged, and the first limiting holes are located between the upper clamping plates.
Furthermore, the mounting plate is symmetrically provided with mounting holes, and the bottom of the mounting plate is fixedly provided with anti-skid nails.
The utility model has the advantages that: the utility model relates to an antidetonation shaped steel structure, through setting up the spread groove, after steelframe fixed mounting, the base can play fine supporting role, when vibrations, can effectively absorb the vibrations power through damping spring, can increase the shock resistance of steel construction, through setting up the connecting seat, conveniently install rigid beam frame on the bracing piece, simultaneously by lower grip block, it is fixed to the roof beam frame centre gripping to go up the grip block, can effectively reduce rocking at steel construction building top, thereby make whole building reach the absorbing effect, through setting up spacing hole, when the installation roof beam structure, align first spacing hole and the spacing pore pair of second, putting into the locating pin, also avoid the roof beam structure horizontal slip in to the roof beam frame absorbing, increase the holistic stability of steel construction building.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.
FIG. 1 is a schematic view of the overall structure of an anti-seismic section steel structure of the present invention;
FIG. 2 is a schematic view of the base structure of an anti-seismic section steel structure of the present invention;
FIG. 3 is a schematic view of a connecting seat structure of an anti-seismic section steel structure of the present invention;
FIG. 4 is a schematic bottom view of the connecting plate of the anti-seismic section steel structure of the present invention;
reference numbers in the figures: 1. a base; 2. a support bar; 3. connecting grooves; 4. a fixing plate; 5. a damping spring; 6. a connecting seat; 7. a through hole; 8. a connecting plate; 9. a compression spring; 10. a lower clamping plate; 11. an upper clamping plate; 12. a beam frame; 13. a first limit hole; 14. a second limiting hole; 15. positioning pins; 16. mounting a plate; 17. a reinforcing bar; 18. a support block; 19. mounting holes; 20. and (4) anti-skid nails.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.
Example 1
Referring to fig. 1-4, the present invention provides a technical solution: an anti-seismic profile steel structure comprises a base 1, wherein a supporting rod 2 is arranged at the top of the base 1, a connecting groove 3 is formed in an inner cavity of the base 1, the bottom of the supporting rod 2 is embedded into the base 1, a fixing plate 4 is fixedly arranged at the bottom end of the supporting rod 2, a damping spring 5 is fixedly arranged between the fixing plate 4 and the bottom of an inner cavity of the connecting groove 3, after a steel frame is fixedly installed, the base 1 can play a good supporting role, during vibration, vibration force can be effectively absorbed through the damping spring 5, the anti-seismic capacity of the steel structure can be increased, a connecting seat 6 is fixedly arranged at the top of the supporting rod 2, a through hole 7 is formed in the top of the connecting seat 6, a connecting plate 8 is fixedly connected with the top of the through hole 7 through a fixing bolt, a lower clamping plate 10 is arranged at the bottom, the convenient rigid beam frame 12 of installing on bracing piece 2, simultaneously by lower grip block 10, go up grip block 11 fixed to the 12 centre grippings of roof beam frame, can effectively reduce rocking at steel construction building top to make whole building reach absorbing effect, be provided with roof beam structure 12 between the connecting seat 6, through-hole 7 is all passed at roof beam structure 12 both ends, first spacing hole 13 has been seted up on connecting plate 8, the spacing hole 14 of second has evenly been seted up on roof beam structure 12, be provided with locating pin 15 in first spacing hole 13, the spacing hole 14 of second, when installing roof beam structure 12, align first spacing hole 13 and the spacing hole 14 of second, putting into locating pin 15, also avoiding roof beam structure 12 horizontal slip when to roof beam structure 12 absorbing, increase the holistic stability of steel construction, the fixed mounting panel 16 that is provided with in base 1 bottom.
More specifically, reinforcing rods 17 are fixedly arranged between the bases 1 and between the supporting rods 2, the reinforcing rods 17 are arranged in a staggered manner, so that the connecting strength of the adjacent supporting rods 2 can be increased, supporting blocks 18 are fixedly arranged at the bottoms of the inner cavities of the connecting grooves 3, the supporting blocks 18 are positioned between the damping springs 5, the bottom of each supporting block 18 is smaller than that of the corresponding fixing plate 4, when the supporting rods 2 vibrate, the supporting rods are prevented from shaking greatly, the beam frame 12 is positioned between the lower clamping plate 10 and the upper clamping plate 11, the connecting part of the beam frame 12 is provided with an anti-skidding pad, so that friction between the beam frame 12 and the clamping plates is avoided, the upper clamping plates 11 are arranged symmetrically, the first limiting holes 13 are positioned between the upper clamping plates 11, so that the installation of the positioning pins 15 is facilitated, the mounting holes 19 are symmetrically formed in the mounting plates 16, and anti, the base 1 is conveniently fixed on the ground through the mounting plate 16, and the stability of the steel structure building in use is ensured.
Example 2
As shown in fig. 4, the second limiting holes 14 are uniformly formed in the beam frame 12, and fixing pins are disposed in the second limiting holes 14, so that when the beam frame is mounted, if the first limiting holes 13 and the second limiting holes 14 cannot be aligned, the fixing pins can be embedded in the second limiting holes 14 located on two sides of the connecting seat, and the beam frame 12 can be fixed in the through hole 7, and cannot slide due to vibration.
The utility model discloses the theory of operation: when using, through mounting panel 16 with base 1 fixed mounting subaerial, put into through-hole 7 on the connecting seat 6 with roof beam structure 12 in, with connecting plate 8 and connecting seat 6 fixed connection, then roof beam structure 12 is fixed in through-hole 7 by the centre gripping, when meetting great vibrations, damping spring 5 can effectively absorb the shaking force, and compression spring 9 effectively reduces rocking at steel construction building top, increases the holistic shock resistance of steel construction.
The above is the preferred embodiment of the present invention, and the technical personnel in the field of the present invention can also change and modify the above embodiment, therefore, the present invention is not limited to the above specific embodiment, and any obvious improvement, replacement or modification made by the technical personnel in the field on the basis of the present invention all belong to the protection scope of the present invention.
Claims (6)
1. The utility model provides an antidetonation shaped steel structure, includes base (1), its characterized in that: the support rod is arranged at the top of the base (1), the connecting groove (3) is formed in the inner cavity of the base (1), the bottom of the support rod (2) is embedded into the base (1), the fixing plate (4) is fixedly arranged at the bottom of the support rod (2), the damping spring (5) is fixedly arranged between the fixing plate (4) and the bottom of the inner cavity of the connecting groove (3), the connecting seat (6) is fixedly arranged at the top of the support rod (2), the through hole (7) is formed in the top of the connecting seat (6), the top of the through hole (7) is fixedly connected with the connecting plate (8) through the fixing bolt, the bottom of the inner cavity of the through hole (7) is provided with the lower clamping plate (10) through the compression spring (9), the bottom of the connecting plate (8) is provided with the upper clamping plate (11, through-hole (7) are all passed at roof beam structure (12) both ends, first spacing hole (13) have been seted up on connecting plate (8), second spacing hole (14) have evenly been seted up on roof beam structure (12), be provided with locating pin (15) in first spacing hole (13), the spacing hole of second (14), base (1) bottom is fixed and is provided with mounting panel (16).
2. An earthquake-resistant steel section structure according to claim 1, characterized in that: reinforcing rods (17) are fixedly arranged between the bases (1) and between the supporting rods (2), and the reinforcing rods (17) are arranged in a staggered mode.
3. An earthquake-resistant steel section structure according to claim 1, characterized in that: supporting blocks (18) are fixedly arranged at the bottoms of the inner cavities of the connecting grooves (3), the supporting blocks (18) are located between the damping springs (5), and the heights of the bottoms of the supporting blocks (18) are smaller than those of the fixing plates (4).
4. An earthquake-resistant steel section structure according to claim 1, characterized in that: the beam frame (12) is positioned between the lower clamping plate (10) and the upper clamping plate (11), and the joint of the beam frame and the upper clamping plate is provided with an anti-skid pad.
5. An earthquake-resistant steel section structure according to claim 1, characterized in that: the upper clamping plates (11) are symmetrically arranged, and the first limiting holes (13) are located between the upper clamping plates (11).
6. An earthquake-resistant steel section structure according to claim 1, characterized in that: the mounting plate (16) is symmetrically provided with mounting holes (19), and the bottom of the mounting plate (16) is fixedly provided with anti-skid nails (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921666288.0U CN210888250U (en) | 2019-09-30 | 2019-09-30 | Anti-seismic profile steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921666288.0U CN210888250U (en) | 2019-09-30 | 2019-09-30 | Anti-seismic profile steel structure |
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| Publication Number | Publication Date |
|---|---|
| CN210888250U true CN210888250U (en) | 2020-06-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921666288.0U Active CN210888250U (en) | 2019-09-30 | 2019-09-30 | Anti-seismic profile steel structure |
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| Country | Link |
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| CN (1) | CN210888250U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152790A (en) * | 2021-05-13 | 2021-07-23 | 苏州美瑞德建筑装饰有限公司 | Assembled installation design structure of super high special-shaped crystal glass column |
-
2019
- 2019-09-30 CN CN201921666288.0U patent/CN210888250U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152790A (en) * | 2021-05-13 | 2021-07-23 | 苏州美瑞德建筑装饰有限公司 | Assembled installation design structure of super high special-shaped crystal glass column |
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