CN217557182U - Anti-seismic profile steel structure - Google Patents
Anti-seismic profile steel structure Download PDFInfo
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- CN217557182U CN217557182U CN202221051254.2U CN202221051254U CN217557182U CN 217557182 U CN217557182 U CN 217557182U CN 202221051254 U CN202221051254 U CN 202221051254U CN 217557182 U CN217557182 U CN 217557182U
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- concrete base
- spring
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- plate
- steel column
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Abstract
The utility model discloses an antidetonation shaped steel structure, include: outer concrete base, interior concrete base and steel column, the inside of outer concrete base is fixed with first spring, the top medial surface of outer concrete base is fixed with the rubber slab, interior concrete base is located the inboard of first spring, the upper surface at interior concrete base is fixed to the steel column, the top of steel column has been seted up and has been accepted the groove, the inboard of accepting the groove is provided with the second spring, the inboard of rectangular plate is provided with the connecting plate, the inboard welding of connecting plate has the curb plate, the inboard bottom mounting of curb plate has first arc frame, the top of first arc frame is provided with the truss, the top welding of truss has the second arc frame, the rear of steel column is provided with the anchor strut. This antidetonation shaped steel structure, the concrete base is vibrations about from top to bottom in the convenience, utilizes first spring and second spring to improve the damping performance, makes things convenient for quick assembly disassembly.
Description
Technical Field
The utility model relates to a steel construction technical field specifically is an antidetonation shaped steel structure.
Background
The steel structure is one of the main building structure types, and the steel has the characteristics of high strength, light dead weight, good integral rigidity and strong deformability, so the steel is particularly suitable for building large-span, ultrahigh and extra-heavy buildings, and various anti-seismic section steel structures are provided in the market for reducing the damage caused by earthquake;
however, in the existing anti-seismic section steel structure, the damping performance needs to be improved, and all parts are welded and connected, so that the anti-seismic section steel structure is inconvenient to assemble and disassemble, and therefore the anti-seismic section steel structure is provided so as to solve the problems provided in the prior art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation shaped steel structure to solve the current antidetonation shaped steel structure that proposes in the above-mentioned background art, the damping performance remains to be improved, each part welded connection, inconvenient quick assembly disassembly's problem.
In order to achieve the above object, the utility model provides a following technical scheme: an earthquake-resistant steel structure comprising:
the spring fixing device comprises an outer concrete base, a first spring is fixed inside the outer concrete base, and a rubber plate is fixed on the inner side face of the top end of the outer concrete base;
an inner concrete base located inside the first spring;
the steel column, the upper surface at interior concrete base is fixed to the steel column, the top of steel column has been seted up and has been accepted the groove, the inboard of accepting the groove is provided with the second spring, the inner of second spring is fixed with the rectangular plate, the inboard of rectangular plate is provided with the connecting plate, the inboard welding of connecting plate has the curb plate, the inboard bottom mounting of curb plate has first arc frame, the top of first arc frame is provided with the truss, the top welding of truss has second arc frame, the rear of steel column is provided with the anchor strut.
Preferably, the inner side surface of the rubber plate is pasted with the outer side surface of the inner concrete base and is connected with the inner concrete base, and first springs are uniformly fixed on the outer side surface of the inner concrete base.
Preferably, the side plates are symmetrically arranged about a vertical central line of the first arc-shaped frame, and the connecting plate on the outer side of the side plates is located on the inner side of the bearing groove.
Preferably, the reinforcing rod is connected with the outer concrete base in a clamping manner, and the reinforcing rod is obliquely arranged on the outer concrete base.
Compared with the prior art, the beneficial effects of the utility model are that: the anti-seismic profile steel structure is convenient for the inner concrete base to vibrate up and down, left and right, and the first spring and the second spring are utilized to improve the anti-seismic performance, so that the anti-seismic profile steel structure is convenient to disassemble and assemble quickly;
1. the outer concrete base, the first spring and the inner concrete base are arranged, and the inner concrete base is wrapped by the outer concrete base and the first spring, so that the inner concrete base can vibrate up and down, left and right conveniently;
2. the earthquake-resistant structure is provided with an outer concrete base, a second spring and a connecting plate, wherein the connecting plate is connected with the outer concrete base through the second spring, and the second spring is utilized to improve the earthquake-resistant performance of a member outside the connecting plate, so that the member can conveniently move during an earthquake;
3. be provided with outer concrete base and anchor strut, the connected mode of anchor strut and outer concrete base is connected for the block, and connecting plate and outer concrete base block make things convenient for quick assembly disassembly.
Drawings
FIG. 1 is a front view of the cutting structure of the present invention;
FIG. 2 is a side view of the cutting structure of the present invention;
FIG. 3 is a schematic view of the connection structure of the rubber plate and the outer concrete base of the present invention;
fig. 4 is the schematic view of the connection plate and the side plate of the present invention.
In the figure: 1. an outer concrete base; 2. a first spring; 3. a rubber plate; 4. an inner concrete base; 5. a steel column; 6. a receiving groove; 7. a second spring; 8. a rectangular plate; 9. a connecting plate; 10. a side plate; 11. a first arc frame; 12. a truss; 13. a second arc frame; 14. and a reinforcing rod.
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.
Referring to fig. 1-4, the present invention provides a technical solution: an anti-seismic profile steel structure comprises an outer concrete base 1, a first spring 2, a rubber plate 3, an inner concrete base 4, a steel column 5, a bearing groove 6, a second spring 7, a rectangular plate 8, a connecting plate 9, a side plate 10, a first arc-shaped frame 11, a truss 12, a second arc-shaped frame 13 and a reinforcing rod 14, wherein during installation, as shown in fig. 2, the reinforcing rod 14 is connected with the outer concrete base 1 in a clamping manner, the reinforcing rod 14 is clamped into the outer end of the outer concrete base 1, the front and rear 2 groups of outer concrete bases 1 are connected by the reinforcing rod 14, then the connecting plate 9 is clamped into the inner side of the bearing groove 6, the outer side surface of the connecting plate 9 is attached to the side surface of the side plate 10, the second spring 7 is extruded at the moment, as shown in fig. 1 and 4, the connecting plate 9 and the side plate 10 are symmetrically arranged relative to the vertical central lines of the first arc-shaped frame 11, the truss 12 and the second arc-shaped frame 13, and the truss 9, the side plate 10, the first arc-shaped frame 11, the concrete bases 12 and the second arc-shaped frame 13 are connected with the left and right 2 groups of outer concrete bases 1;
as shown in fig. 1, the outer side surface of the inner concrete base 4 is uniformly provided with first springs 2, the first springs 2 are fixedly connected with the inner wall of the outer concrete base 1, and the outer concrete base 1, the first springs 2 and the rubber plate 3 wrap the inner concrete base 4, so that the damping performance of a component on the inner concrete base 4 is improved;
as shown in fig. 3, since the cross section of the rubber plate 3 is in a "clip" shape, the inner side surface of the rubber plate 3 is bonded to the outer side surface of the inner concrete base 4, the rubber plate 3 is used to protect the inner concrete base 4, and the inclusion of particle impurities between the inner concrete base 4 and the outer concrete base 1 is avoided, so that a series of operations of the anti-seismic section steel structure are completed.
The utility model discloses the standard part that uses all can purchase from the market, and dysmorphism piece all can be customized according to the description with the record of attached drawing, and the concrete connected mode of each part all adopts conventional means such as ripe bolt, rivet, welding among the prior art, and machinery, part and equipment all adopt prior art, and conventional model, including the connected mode of circuit connection conventional among the adoption prior art, here detailed description no longer.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (4)
1. An antidetonation shaped steel structure which characterized in that: the method comprises the following steps:
the spring fixing device comprises an outer concrete base (1), wherein a first spring (2) is fixed inside the outer concrete base (1), and a rubber plate (3) is fixed on the inner side surface of the top end of the outer concrete base (1);
an inner concrete base (4), the inner concrete base (4) being located inside the first spring (2);
the steel column is characterized in that the steel column (5) is fixed on the upper surface of an inner concrete base (4), a bearing groove (6) is formed in the top end of the steel column (5), a second spring (7) is arranged on the inner side of the bearing groove (6), a rectangular plate (8) is fixed to the inner end of the second spring (7), a connecting plate (9) is arranged on the inner side of the rectangular plate (8), a side plate (10) is welded on the inner side of the connecting plate (9), a first arc-shaped frame (11) is fixed to the bottom end of the inner side of the side plate (10), a truss (12) is arranged above the first arc-shaped frame (11), a second arc-shaped frame (13) is welded above the truss (12), and a reinforcing rod (14) is arranged behind the steel column (5).
2. An earthquake-resistant steel section structure according to claim 1, characterized in that: the medial surface of rubber slab (3) is pasted with the lateral surface of interior concrete base (4) and is connected, and interior concrete base (4) lateral surface evenly is fixed with first spring (2).
3. An earthquake-resistant steel section structure according to claim 1, characterized in that: the side plates (10) are symmetrically arranged relative to the vertical central line of the first arc-shaped frame (11), and the connecting plates (9) on the outer sides of the side plates (10) are positioned on the inner sides of the bearing grooves (6).
4. An anti-seismic steel section structure according to claim 1, characterized in that: the reinforcing rod (14) is connected with the outer concrete base (1) in a clamping mode, and the reinforcing rod (14) is obliquely arranged on the outer concrete base (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221051254.2U CN217557182U (en) | 2022-05-05 | 2022-05-05 | Anti-seismic profile steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221051254.2U CN217557182U (en) | 2022-05-05 | 2022-05-05 | Anti-seismic profile steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217557182U true CN217557182U (en) | 2022-10-11 |
Family
ID=83474108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221051254.2U Active CN217557182U (en) | 2022-05-05 | 2022-05-05 | Anti-seismic profile steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217557182U (en) |
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2022
- 2022-05-05 CN CN202221051254.2U patent/CN217557182U/en active Active
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