CN215166523U - Novel energy-saving improved anti-seismic steel structure - Google Patents
Novel energy-saving improved anti-seismic steel structure Download PDFInfo
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- CN215166523U CN215166523U CN202121069808.7U CN202121069808U CN215166523U CN 215166523 U CN215166523 U CN 215166523U CN 202121069808 U CN202121069808 U CN 202121069808U CN 215166523 U CN215166523 U CN 215166523U
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Abstract
The utility model discloses a novel energy-conserving improvement antidetonation steel construction has belongs to antidetonation steel construction technical field. The utility model provides a novel energy-conserving improvement antidetonation steel construction has, includes support body under the steel construction and support body on the steel construction, is equipped with the coupling assembling that is used for the joint support under the steel construction between the support body on support body and the steel construction, coupling assembling including fixed setting support mechanism and the crisscross antidetonation mechanism that sets up between support body on support body and the steel construction under support mechanism and steel construction. In the utility model, the arc-shaped support frame, the fastening bolt and the arc-shaped gasket which are matched with the arc-shaped support frame are arranged, so that the support effect between the steel structure frame bodies can be realized, and the connection is rapid and convenient; through setting up the antidetonation mechanism between arc support frame and support body, can realize when the steel construction receives earthquake vibrations, cooperation arc support frame improves certain shock attenuation buffering effect for the support body, prevents that cracked risk from appearing in the steel construction node.
Description
Technical Field
The utility model relates to an antidetonation steel construction technical field especially relates to a novel improvement antidetonation steel construction has energy-conservation.
Background
The steel structure is a structure made of steel materials and is one of main building structure types, the structure mainly comprises steel beams, steel columns, steel truss frames 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; it is widely used because of its light weight and simple construction.
The steel structure has more advantages, but has disadvantages in terms of earthquake resistance. When an earthquake or large vibration occurs, the compression member in the conventional steel structure is easy to be compressed and bent, so that the support member and the node are broken to cause damage, and therefore, the novel energy-saving improved anti-seismic steel structure is provided to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: in order to solve the problems, a novel energy-saving improved anti-seismic steel structure is provided.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a support body on support body and the steel construction under the steel construction, be equipped with the coupling assembling that is used for playing the joint support effect under the steel construction between the support body on support body and the steel construction, coupling assembling is including fixed supporting mechanism and the crisscross antidetonation mechanism that sets up between support body on support body and the steel construction under supporting mechanism and the steel construction between support body on support body under the steel construction.
As a further description of the above technical solution:
supporting mechanism includes multistage arc support frame, arc support frame positive and negative crisscross fixed connection in proper order, just arc support frame upper end convex surface position and steel construction under the support body end face contact, arc support frame lower extreme convex surface and steel construction under the support body end face contact, arc support frame concave surface position department is equipped with fastening bolt, the last cover of fastening bolt is equipped with the arc gasket.
As a further description of the above technical solution:
one end of the arc gasket, which is close to the concave surface of the arc support frame, is provided with an arc surface matched with the arc gasket.
As a further description of the above technical solution:
the anti-seismic mechanism comprises two shock-absorbing rods symmetrically hinged in the concave surface of the arc-shaped support frame, one ends, away from the arc-shaped support frame, of the shock-absorbing rods are fixedly provided with fixing blocks, and the fixing blocks are respectively connected with the steel structure in a staggered manner and in a sliding manner through sliding grooves in the lower support body and the steel structure upper support body.
As a further description of the above technical solution:
the one end that the shock attenuation pole was kept away from to the fixed block is the arcwall face structure, two the fixed block level runs through there is the damping shock attenuation pole, damping shock attenuation pole and spout inner wall cavity sliding connection, just the damping shock attenuation pole is located adjacent two position cover between the fixed block is equipped with damping spring.
As a further description of the above technical solution:
the shock-absorbing rod is vertical distribution with arc support frame inner wall, the shock-absorbing rod all is 60 jiaos with steel construction lower support body and steel construction upper bracket body terminal surface and sets up.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
in the utility model, the arc-shaped support frame, the fastening bolt and the arc-shaped gasket which are matched with the arc-shaped support frame are arranged, so that the support effect between the steel structure frame bodies can be realized, and the connection is rapid and convenient; through setting up the antidetonation mechanism between arc support frame and support body, can realize when the steel construction receives earthquake vibrations, cooperation arc support frame improves certain shock attenuation buffering effect for the support body, prevents that cracked risk from appearing in the steel construction node.
Drawings
Fig. 1 shows a schematic view of the overall appearance structure of a novel energy-saving improved anti-seismic steel structure according to the present invention;
fig. 2 shows a schematic view of a partial cross-sectional structure of an improved earthquake-resistant steel structure with energy saving according to the present invention;
fig. 3 shows a schematic structural diagram of a part a in fig. 2 according to the present invention.
Illustration of the drawings: 1. a steel structure lower frame body; 2. a steel structure is arranged on the frame body; 3. a connecting assembly; 301. an arc-shaped support frame; 302. fastening a bolt; 303. an arc-shaped gasket; 304. a shock-absorbing lever; 305. a fixed block; 306. a damping spring; 307. damping shock attenuation pole.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a novel energy-conserving improvement antidetonation steel construction has, includes support body 1 under the steel construction and support body 2 on the steel construction, is equipped with coupling assembling 3 that is used for playing the joint support effect under the steel construction between support body 1 and the steel construction support body 2, and coupling assembling 3 sets up the anti-seismic mechanism between support body 2 on support body 1 and the steel construction under support body and steel construction and crisscross setting support body 2 on support body 1 and the steel construction under support mechanism and steel construction including fixed.
Further, supporting mechanism includes multistage arc support frame 301, and arc support frame 301 positive and negative crisscross fixed connection in proper order, and arc support frame 301 upper end convex surface position and steel construction on 2 terminal surface contacts of support body, 1 up end contact of support body under arc support frame 301 lower extreme convex surface and the steel construction, arc support frame 301 concave surface position department is equipped with fastening bolt 302, and the cover is equipped with arc gasket 303 on fastening bolt 302.
Further, the one end that arc gasket 303 is close to arc support frame 301 concave surface has rather than the arcwall face of adaptation, can cooperate fastening bolt 302 for the junction is inseparabler firm.
Further, antidetonation mechanism includes that the symmetry articulates two shock-absorbing rods 304 in arc support frame 301 concave surface, and the one end that arc support frame 301 was kept away from to shock-absorbing rod 304 is all fixed and is equipped with fixed block 305, and fixed block 305 crisscross respectively with the steel construction under support body 1 and the steel construction on the spout sliding connection in the support body 2.
Further, the one end that shock-absorbing rod 304 was kept away from to fixed block 305 is the arcwall face structure, and two fixed block 305 levels are run through there is damping shock-absorbing rod 307, damping shock-absorbing rod 307 and spout inner wall cavity sliding connection, and damping shock-absorbing rod 307 is located adjacent two position cover between fixed block 305 is equipped with damping spring 306, and the arcwall face can make fixed block 305 take place certain angle deflection in the spout, reduce with the spout in the horizontal plane's extrusion force, damping shock-absorbing rod 307 can cooperate damping spring 306 to reduce the horizontal vibrations that fixed block 305 received.
Further, the shock-absorbing rod 304 is perpendicular distribution with arc support frame 301 inner wall, and 2 terminal surfaces of support body all are 60 jiaos and set up under shock-absorbing rod 304 and the steel construction support body 1 and the steel construction, and shock-absorbing rod 304 can decompose the stress that arc support frame 301 received, provides supporting role for its vertical direction, and the horizontal direction provides buffering cushioning effect.
The working principle is as follows: when the steel structure is used, when the steel structure meets earthquake or hurricane environment, the steel structure upper frame body 2 can be acted by larger external force, so that the steel structure upper frame body 2 shakes, a certain displacement can be generated between the steel structure upper frame body 2 and the steel structure lower frame body 1, further, the steel structure upper frame body 2 can generate pressure on the arc-shaped support frame 301 at the lower end of the steel structure upper frame body, so that the arc-shaped support frame 301 generates a certain deformation, meanwhile, the arc-shaped support frame 301 can extrude the shock absorption rod 304, so that the shock absorption rod 304 generates a certain displacement, further, the fixed block 305 at the other end of the shock absorption rod 304 can move along the damping shock absorption rod 307 in opposite directions, so that the shock absorption spring 306 between the fixed blocks 305 is extruded, meanwhile, the damping shock absorption rod 307 is driven to horizontally move in the cavity of the inner wall of the chute, when the steel structure upper frame body 2 tends to be stable, the arc-shaped support frame 301 further returns under the shock absorption rod 304 and the shock absorption spring 306, elastic deformation is recovered again, the condition that the node of the common supporting rod is fractured by shearing force is avoided, and the anti-seismic performance of the steel structure is improved.
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 (6)
1. The utility model provides a support body (2) on support body (1) and the steel construction under energy-conserving novel improvement antidetonation steel construction with parallel arrangement, its characterized in that, be equipped with coupling assembling (3) that are used for playing the joint support effect under the steel construction between support body (2) on support body (1) and the steel construction, coupling assembling (3) are including fixed setting support mechanism and the crisscross antidetonation mechanism that sets up under support mechanism and steel construction between support body (1) and steel construction on support body (2) under support mechanism and steel construction.
2. The novel energy-saving improved earthquake-resistant steel structure as claimed in claim 1, wherein said supporting mechanism comprises a plurality of arc-shaped supporting frames (301), said arc-shaped supporting frames (301) are sequentially fixedly connected in a positive and negative staggered manner, and the upper end convex surface of said arc-shaped supporting frames (301) is in contact with the lower end surface of said upper frame body (2) of said steel structure, the lower end convex surface of said arc-shaped supporting frames (301) is in contact with the upper end surface of said lower frame body (1) of said steel structure, said concave surface of said arc-shaped supporting frames (301) is provided with fastening bolts (302), and said fastening bolts (302) are sleeved with arc-shaped gaskets (303).
3. The novel energy-saving improved earthquake-resistant steel structure as claimed in claim 2, wherein the end of the arc gasket (303) close to the concave surface of the arc supporting frame (301) is provided with an arc surface matched with the arc gasket.
4. The novel energy-saving improved earthquake-resistant steel structure is characterized in that the earthquake-resistant mechanism comprises two shock absorption rods (304) symmetrically hinged in the concave surface of the arc-shaped support frame (301), one ends of the shock absorption rods (304) far away from the arc-shaped support frame (301) are fixedly provided with fixing blocks (305), and the fixing blocks (305) are respectively and alternately connected with sliding grooves in the lower steel structure frame body (1) and the upper steel structure frame body (2) in a sliding mode.
5. The novel energy-saving improved earthquake-resistant steel structure is characterized in that one end, far away from the shock absorption rods (304), of the fixing blocks (305) is of an arc-shaped surface structure, the damping shock absorption rods (307) horizontally penetrate through the two fixing blocks (305), the damping shock absorption rods (307) are in sliding connection with a cavity of the inner wall of the chute, and shock absorption springs (306) are sleeved at positions, between the two adjacent fixing blocks (305), of the damping shock absorption rods (307).
6. The novel energy-saving improved earthquake-resistant steel structure as claimed in claim 4, wherein the shock-absorbing rods (304) are vertically distributed on the inner wall of the arc-shaped support frame (301), and the shock-absorbing rods (304) are arranged at an angle of 60 degrees with the end faces of the lower steel structure frame body (1) and the upper steel structure frame body (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121069808.7U CN215166523U (en) | 2021-05-19 | 2021-05-19 | Novel energy-saving improved anti-seismic steel structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121069808.7U CN215166523U (en) | 2021-05-19 | 2021-05-19 | Novel energy-saving improved anti-seismic steel structure |
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| CN215166523U true CN215166523U (en) | 2021-12-14 |
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| CN202121069808.7U Active CN215166523U (en) | 2021-05-19 | 2021-05-19 | Novel energy-saving improved anti-seismic steel structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115354900A (en) * | 2022-09-22 | 2022-11-18 | 山东华亿钢机股份有限公司 | Novel energy-saving improved anti-seismic steel structure and construction method |
| CN117536355A (en) * | 2024-01-09 | 2024-02-09 | 西南交通大学 | Anti-seismic connection structure for building structure |
-
2021
- 2021-05-19 CN CN202121069808.7U patent/CN215166523U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115354900A (en) * | 2022-09-22 | 2022-11-18 | 山东华亿钢机股份有限公司 | Novel energy-saving improved anti-seismic steel structure and construction method |
| CN115354900B (en) * | 2022-09-22 | 2024-04-12 | 山东华亿钢机股份有限公司 | Novel energy-saving improved anti-seismic steel structure and construction method |
| CN117536355A (en) * | 2024-01-09 | 2024-02-09 | 西南交通大学 | Anti-seismic connection structure for building structure |
| CN117536355B (en) * | 2024-01-09 | 2024-03-22 | 西南交通大学 | Anti-seismic connection structure for building structure |
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