CN212613076U - Building steel structure with anti-seismic performance - Google Patents
Building steel structure with anti-seismic performance Download PDFInfo
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- CN212613076U CN212613076U CN202020817630.9U CN202020817630U CN212613076U CN 212613076 U CN212613076 U CN 212613076U CN 202020817630 U CN202020817630 U CN 202020817630U CN 212613076 U CN212613076 U CN 212613076U
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- steel structure
- shock
- strength rubber
- building steel
- shock absorption
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Abstract
The utility model discloses a building steel structure with anti-seismic performance, including building steel structure main part, first mounting groove has been seted up on building steel structure main part surface, two connect through a girder steel between the building steel structure main part, the welding of top girder steel both ends has the mounting panel. The utility model discloses in, install the strengthening rib between building steel framework and top steel roof beam, the strengthening rib both ends are connected with building steel structure main part and top steel roof beam through the shock pad respectively, the shock pad comprises two high strength rubber boards and shock sleeve simultaneously, the inside spring that is provided with of shock sleeve, the spring top is provided with the shock attenuation pole, shock attenuation pole top and shock attenuation sleeve bottom are in high strength rubber board surface contact respectively simultaneously, through setting up shock attenuation sleeve and high strength rubber board, thereby help carrying out the shock attenuation to building steel framework main part and top steel roof beam, thereby guarantee the stability between building steel structure main part and the top steel roof beam.
Description
Technical Field
The utility model relates to a building technical field especially relates to a building steel construction with anti-seismic performance.
Background
The steel structure building is a novel building system, and steel plate or shaped steel have replaced reinforced concrete for traditional concrete building is compared to steel structure building, and intensity is higher, and the shock resistance is better. And because the components can be manufactured in factories and installed on site, the construction period is greatly reduced. Because the steel can be repeatedly used, the construction waste can be greatly reduced, and the steel is more environment-friendly, so the steel is widely adopted by all countries in the world and is applied to industrial buildings and civil buildings.
The prior art has the following problems:
however, when the building steel structure is installed and used for a long time, the movement and earthquake activities of industrial mechanical vehicles often cause the vibration of the whole steel structure, and the looseness of the steel structure connection part is easily caused for a long time, so that the integral stability performance is influenced.
We have therefore proposed a construction steel structure with seismic resistance that addresses the above-mentioned drawbacks.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the shortcoming that exists among the prior art, the motion and the earthquake activity of industrial machinery vehicle often cause whole steel construction vibrations, cause not hard up to the steel construction junction for a long time easily, and the building steel construction that has anti-seismic performance who provides.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a building steel structure with anti-seismic performance, includes building steel structure main part, first mounting groove, two have been seted up on building steel structure main part surface connect through a steel beam between the building steel structure main part, the welding of top steel beam both ends has the mounting panel, and a steel beam inlays inside first mounting groove through the mounting panel at both ends, the mounting panel passes through the fastener and is fixed with first mounting groove.
Preferably, the building steel structure main part has all seted up the second mounting groove with a girder steel surface, and the inside shock pad that inlays of second mounting groove, the shock pad bottom is provided with the threaded rod, and threaded rod one end runs through the mounting hole and extends to the external world to threaded rod tip screwed connection has the nut, shock pad top surface is provided with the strengthening rib, the shock pad comprises first high strength rubber board, shock attenuation sleeve, backup pad and second high strength rubber board, shock attenuation sleeve is located between first high strength rubber board and the second high strength rubber board.
Preferably, the inside spring that is provided with of shock attenuation sleeve, spring one end is fixed with the shock attenuation pole, and shock attenuation pole one end extends to the shock attenuation sleeve external and first high strength rubber slab bottom surface contact, shock attenuation sleeve bottom and second high strength rubber slab surface are fixed.
Preferably, the reinforcing ribs are arranged in a plurality, and the plurality of reinforcing ribs are symmetrically arranged on the surfaces of the building steel structure main body and the top steel beam.
Preferably, the damping sleeve is provided in plurality, and the plurality of damping sleeves are installed at equal intervals between the first high-strength rubber plate and the second high-strength rubber plate.
Compared with the prior art, the utility model has the advantages that;
1. the utility model discloses, install the strengthening rib between building steel framework and top steel roof beam, the strengthening rib both ends are connected with building steel structure main part and top steel roof beam through the shock pad respectively, the shock pad comprises two high strength rubber boards and shock attenuation sleeve simultaneously, the inside spring that is provided with of shock attenuation sleeve, the spring top is provided with the shock attenuation pole, shock attenuation pole top and shock attenuation sleeve bottom are in high strength rubber board surface contact respectively simultaneously, through setting up shock attenuation sleeve and high strength rubber board, thereby help carrying out the shock attenuation to building steel framework main part and top steel roof beam, thereby guarantee the stability between building steel structure main part and the top steel roof beam.
2. The utility model discloses, seted up the mounting groove on building steel structure main part surface, there is the mounting panel simultaneously in the welding of top girder steel terminal surface, through setting up mounting groove and mounting panel, be convenient for when building steel structure main part is connected with top girder steel, make the mounting panel of top girder steel tip inlay inside the mounting groove, this mode easy operation is convenient for to the installation of building steel structure main part and top girder steel to improve the efficiency of installation.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of a building steel structure with seismic performance according to the present invention;
FIG. 2 is a front view of a building steel structure with seismic performance provided by the present invention;
FIG. 3 is a schematic view of a shock pad with shock resistance for a building steel structure provided by the present invention;
fig. 4 is the utility model provides a building steel structure damping sleeve sketch map with shock resistance.
Illustration of the drawings:
1. building a steel structure main body; 2. a first mounting groove; 3. a top steel beam; 4. a second mounting groove; 5. mounting holes; 6. a fastener; 7. a nut; 8. a shock pad; 9. reinforcing ribs; 10. a support plate; 11. a first high-strength rubber sheet; 12. a shock-absorbing sleeve; 13. a second high-strength rubber sheet; 14. a threaded rod; 15. a shock-absorbing lever; 16. a spring.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-4, a building steel structure with earthquake resistance comprises a building steel structure main body 1, a first mounting groove 2 is formed in the surface of the building steel structure main body 1, the two building steel structure main bodies 1 are connected through a top steel beam 3, mounting plates are welded at two ends of the top steel beam 3, the top steel beam 3 is embedded in the first mounting groove 2 through the mounting plates at two ends, and the mounting plates are fixed with the first mounting groove 2 through a fastener 6.
In this embodiment: through setting up first mounting groove 2 and mounting panel, when connecting, make the mounting panel of 3 tip of top steel roof beam inlay inside first mounting groove 2, this mode easy operation is convenient for to the installation of building steel structure main part 1 and top steel roof beam 3 to improve the efficiency of installation, later fixed through fastener 6 can.
Specifically, the surfaces of the building steel structure main body 1 and the top steel beam 3 are both provided with a second mounting groove 4, a shock pad 8 is embedded in the second mounting groove 4, the bottom end of the shock pad 8 is provided with a threaded rod 14, one end of the threaded rod 14 penetrates through the mounting hole 5 and extends to the outside, and the end part of the threaded rod 14 is spirally connected with a screw cap 7, the top surface of the shock pad 8 is provided with a reinforcing rib 9, the shock pad 8 is composed of a first high-strength rubber plate 11, a shock absorption sleeve 12, a support plate 10 and a second high-strength rubber plate 13, the shock absorption sleeve 12 is positioned between the first high-strength rubber plate 11 and the second high-strength rubber plate 13, a spring 16 is arranged in the shock absorption sleeve 12, one end of the spring 16 is fixed with a shock absorption rod 15, and one end of the shock absorption rod 15 extends to the outside of the shock absorption sleeve 12 to be in surface contact with the bottom end of the first high-strength rubber plate 11, and the bottom end of the shock absorption sleeve 12 is fixed on the surface of the second high-strength rubber plate 13.
In this embodiment: through setting up first high strength rubber slab 11, second high strength rubber slab 13, shock attenuation sleeve 12, spring 16 and shock attenuation pole 15 to help carrying out the shock attenuation to building steel structure main part 1 and top steel roof beam 3, thereby guarantee the stability between building steel structure main part 1 and the top steel roof beam 3.
Specifically, the reinforcing ribs 9 are provided in plurality, and the plurality of reinforcing ribs 9 are symmetrically arranged on the surfaces of the building steel structure main body 1 and the top steel beam 3.
In this embodiment: through setting up a plurality of strengthening ribs 9 to improve the stability between building steel structure main part 1 and the top steel roof beam 3.
Specifically, the damping sleeve 12 is provided in plurality, and the plurality of damping sleeves 12 are installed at equal intervals between the first high-strength rubber plate 11 and the second high-strength rubber plate 13.
In this embodiment: by providing a plurality of shock-absorbing sleeves 12, the shock-absorbing performance of the shock-absorbing pad 8 is improved.
The working principle is as follows: when in use, the building steel structure main body 1 is firstly connected with the top steel beam 3, when in connection, the mounting plate at the end part of the top steel beam 3 is embedded in the first mounting groove 2, the mode is simple to operate and is convenient for mounting the building steel structure main body 1 and the top steel beam 3, thereby improving the mounting efficiency, then the mounting plate is fixed through the fastener 6, after the connection, two ends of the reinforcing rib 9 are respectively connected with the building steel structure main body 1 and the top steel beam 3, meanwhile, two ends of the reinforcing rib 9 are respectively connected with the building steel structure main body 1 and the top steel beam 3 through the shock absorption pad 8, the shock absorption pad 8 consists of two high-strength rubber plates and a shock absorption sleeve 12, the spring 16 is arranged in the shock absorption sleeve 12, the top end of the spring 16 is provided with the shock absorption rod 15, simultaneously, the top end of the shock absorption rod 15 and the bottom end of the shock absorption sleeve 12 are respectively contacted with the surface of, thereby help carrying out the shock attenuation to building steel structure main part 1 and top steel roof beam 3 to guarantee the stability between building steel structure main part 1 and the top steel roof beam 3.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (5)
1. The utility model provides a building steel structure with anti-seismic performance, includes building steel structure main part (1), its characterized in that, first mounting groove (2), two have been seted up on building steel structure main part (1) surface connect through a girder steel (3) between building steel structure main part (1), roof girder steel (3) both ends welding has the mounting panel, and top girder steel (3) inlay inside first mounting groove (2) through the mounting panel at both ends, the mounting panel passes through fastener (6) and is fixed with first mounting groove (2).
2. A construction steel structure with earthquake resistance according to claim 1, the surfaces of the building steel structure main body (1) and the top steel beam (3) are both provided with second mounting grooves (4), a shock absorption pad (8) is embedded in the second mounting groove (4), a threaded rod (14) is arranged at the bottom end of the shock absorption pad (8), one end of the threaded rod (14) penetrates through the mounting hole (5) and extends to the outside, the end part of the threaded rod (14) is spirally connected with a screw cap (7), the top end surface of the shock pad (8) is provided with a reinforcing rib (9), the shock pad (8) is composed of a first high-strength rubber plate (11), a shock absorption sleeve (12), a support plate (10) and a second high-strength rubber plate (13), the damping sleeve (12) is located between the first high-strength rubber plate (11) and the second high-strength rubber plate (13).
3. The building steel structure with the earthquake resistance as claimed in claim 2, wherein a spring (16) is arranged inside the shock absorption sleeve (12), one end of the spring (16) is fixed with a shock absorption rod (15), one end of the shock absorption rod (15) extends to the outside of the shock absorption sleeve (12) to be in surface contact with the bottom end of the first high-strength rubber plate (11), and the bottom end of the shock absorption sleeve (12) is fixed with the surface of the second high-strength rubber plate (13).
4. The construction steel structure with earthquake resistance according to claim 2, wherein a plurality of reinforcing ribs (9) are arranged, and the plurality of reinforcing ribs (9) are symmetrically arranged on the surfaces of the construction steel structure main body (1) and the top steel beam (3).
5. A construction steel structure with earthquake resistant performance according to claim 2, characterized in that the shock absorption sleeve (12) is provided in plurality, and the shock absorption sleeves (12) are installed in equal distance between the first high-strength rubber plate (11) and the second high-strength rubber plate (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020817630.9U CN212613076U (en) | 2020-05-17 | 2020-05-17 | Building steel structure with anti-seismic performance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020817630.9U CN212613076U (en) | 2020-05-17 | 2020-05-17 | Building steel structure with anti-seismic performance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212613076U true CN212613076U (en) | 2021-02-26 |
Family
ID=74724577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020817630.9U Expired - Fee Related CN212613076U (en) | 2020-05-17 | 2020-05-17 | Building steel structure with anti-seismic performance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212613076U (en) |
-
2020
- 2020-05-17 CN CN202020817630.9U patent/CN212613076U/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: 20210226 |
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| CF01 | Termination of patent right due to non-payment of annual fee |