CN210395702U - Steel construction formula antidetonation industry factory building - Google Patents
Steel construction formula antidetonation industry factory building Download PDFInfo
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- CN210395702U CN210395702U CN201920527201.5U CN201920527201U CN210395702U CN 210395702 U CN210395702 U CN 210395702U CN 201920527201 U CN201920527201 U CN 201920527201U CN 210395702 U CN210395702 U CN 210395702U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 230000006835 compression Effects 0.000 claims description 31
- 238000007906 compression Methods 0.000 claims description 31
- 239000000872 buffer Substances 0.000 claims description 26
- 229920001971 elastomer Polymers 0.000 claims description 8
- 230000001681 protective effect Effects 0.000 claims description 5
- 238000010521 absorption reaction Methods 0.000 claims description 3
- 230000035939 shock Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 7
- 239000000463 material Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model provides a steel construction formula antidetonation industry factory building, include: the steel structure factory building is built on the foundation layer and comprises a plurality of symmetrically arranged steel stand columns and a roof layer arranged on the tops of the steel stand columns; the horizontal anti-seismic mechanism is arranged at the bottom of the steel upright column, is positioned above a foundation layer and is used for absorbing kinetic energy in the horizontal direction when the steel structure factory building generates vibration in the horizontal direction or the inclined direction; and the inclined anti-seismic structure is arranged below the horizontal anti-seismic mechanism, is positioned on the foundation layer and is used for absorbing kinetic energy in the inclined direction when the steel structure workshop generates vibration in the inclined direction. This steel construction formula antidetonation industry factory building, compact structure, novelty have good cushioning effect to the impact of earthquake, effectively reduce the earthquake to the vibrations of steel construction factory building, guarantee steel construction factory building structural stability, have good popularization and application and worth.
Description
Technical Field
The utility model relates to an industrial factory building especially relates to a steel construction formula antidetonation industrial factory building.
Background
Steel structures are structures that are composed primarily of steel materials and are one of the primary building structure types. The structure mainly comprises steel beams, steel columns, steel trusses 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. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, venue, superelevation layer. 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 overweight buildings; the material has good homogeneity and isotropy, belongs to an ideal elastomer and most conforms to the basic assumption of general engineering mechanics; the material has good plasticity and toughness, can deform greatly and can bear dynamic load well; the construction period is short; the method has high industrialization degree and can be used for professional production with high mechanization degree.
At present, the steel structure is widely applied to the field of buildings due to the advantages of light dead weight, high strength, short construction period and the like. However, the steel structure frame structure in the existing industrial factory building is complex, when an earthquake occurs, because the industrial factory building with the traditional steel structure is of a fixed rigid structure, the house can not follow the left-right up-down swinging motion of the earthquake, the industrial factory building with the rigid structure is broken, and then the whole industrial factory building is collapsed, the earthquake-proof effect is extremely poor, and the normal operation of enterprise production is seriously influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that to prior art's defect, provide a steel construction formula antidetonation industry factory building.
The utility model discloses a solve above-mentioned technical problem and adopt following technical scheme:
the utility model provides a steel construction formula antidetonation industry factory building, include:
the steel structure factory building is built on the foundation layer and comprises a plurality of symmetrically arranged steel stand columns and a roof layer arranged on the tops of the steel stand columns;
the horizontal anti-seismic mechanism is arranged at the bottom of the steel upright column, is positioned above the foundation layer and is used for absorbing kinetic energy in the horizontal direction when the steel structure factory building generates vibration in the horizontal direction or the inclined direction; and
the inclined anti-seismic structure is arranged below the horizontal anti-seismic mechanism and is located in the foundation layer and used for absorbing kinetic energy in the inclined direction when the steel structure workshop generates vibration in the inclined direction.
Furthermore, the steel structure factory building further comprises a cross beam and a top rod which are welded between every two adjacent steel upright columns, and a connecting rod which is welded between every two adjacent top rods, wherein one end of each top rod is connected with the roof layer, and the other end of the roof layer is connected with the cross beam.
Further preferably, the inclined earthquake-proof structure comprises a lower base, an upper base and a shock-absorbing structure arranged at the connecting end surface of the lower base and the upper base; the damping structure comprises a lower accommodating groove arranged on the upper end surface of the lower base, a U-shaped pad arranged in the lower accommodating groove, an upper accommodating groove arranged on the lower end surface of the upper base and corresponding to the lower accommodating groove, and a hydraulic buffer arranged in the U-shaped pad, wherein a buffer column and a side pressure spring which are positioned between the lower base and the upper base are respectively arranged on two sides of the compression rod, and the buffer column is positioned between the side pressure spring and the compression spring; the upper end surface of the lower base is provided with a lower groove corresponding to the position of the side pressure spring, the lower end surface of the upper base is provided with an upper groove corresponding to the position of the side pressure spring, and the side pressure spring is embedded between the lower groove and the upper groove.
Further preferably, the compression rod is sleeved with a compression spring, the top end of the compression spring abuts against the top of the upper accommodating groove, a connecting block is arranged at the top end of the compression spring, and a pressure sensor is embedded in the upper end face of the connecting block.
Preferably, the bottom of the buffer column on each of the two sides is provided with a gasket, the gaskets are connected with the two top ends of the U-shaped pad, and the gaskets and the U-shaped pad are made of stainless steel and are integrally formed.
Further preferably, two sides of the lower end surface of the upper base are respectively provided with a limiting column, two sides of the upper end surface of the lower base are respectively provided with a limiting groove which vertically corresponds to the limiting column, and the limiting columns can be embedded in the limiting grooves.
Further preferably, the hydraulic buffer and the compression rod are located on the central axis of the upper base, and the compression rod is arranged at equal intervals with the buffer column and the side pressure spring on both sides of the compression rod.
Further preferably, the horizontal height of the compression spring is greater than the horizontal height of the cushion post; the horizontal height of the lateral pressure spring is lower than that of the buffer column.
Furthermore, horizontal antidetonation mechanism including set up in the arc recess of upper base up end, articulated set up in the gyro wheel of steel stand bottom and set up in the arc guide rail in the arc recess, the arc guide rail with the gyro wheel cooperatees, and the arc guide rail with the fitting surface of gyro wheel is equipped with the elastic rubber body.
The horizontal anti-seismic mechanism comprises a horizontal anti-seismic mechanism, a steel upright post and a protective cover, wherein the horizontal anti-seismic mechanism is arranged on the upper end of the steel upright post; the top end of the limiting spring is abutted against the limiting ring, and the bottom end of the limiting spring is abutted against the cover body, so that the cover body is tightly pressed and covered above the horizontal anti-vibration mechanism.
The utility model adopts the above technical scheme, compare with prior art, have following technological effect:
the utility model provides a steel construction formula antidetonation industrial factory building, its antidetonation mechanism mainly comprises horizontal antidetonation mechanism and slope antidetonation mechanism, when the steel construction factory building takes place the vibrations of horizontal direction, the steel construction factory building cushions the impact of earthquake to the steel construction factory building through the gyro wheel slides on the arc guide rail, is equipped with the elastic rubber body at the fitting surface of arc guide rail and gyro wheel, the elastic rubber body plays the cushioning effect to the gyro wheel slides on the guide arc rail, and the arc guide rail of arc structural design plays the effect of absorbing the kinetic energy of slope direction simultaneously; when the vibration in the inclined direction occurs, the kinetic energy in the inclined direction can be absorbed through the support of the compression spring and the buffer column and the side pressure spring; this steel construction formula antidetonation industrial factory building's antidetonation mechanism, compact structure, novelty have good cushioning effect to the impact of earthquake, effectively reduce the earthquake to the vibrations of steel construction factory building, guarantee steel construction factory building structural stability, have good popularization and application and worth.
Drawings
FIG. 1 is a schematic view of the overall structure of a steel structure type earthquake-proof industrial factory building;
FIG. 2 is a schematic structural view of an inclined anti-seismic structure in a steel structure type anti-seismic industrial factory building;
fig. 3 is the utility model relates to a steel construction formula antidetonation industrial factory building well horizontal antidetonation mechanism and the overall structure schematic diagram of protection casing.
Detailed Description
The technical solution of the present invention will be further described in detail with reference to the accompanying drawings.
As shown in fig. 1, the embodiment provides a steel structure type earthquake-proof industrial factory building, including: the steel structure factory building 100 constructed on the ground base 200 comprises a plurality of symmetrically arranged steel columns 101 and a roof layer 102 arranged on the tops of the steel columns 101; the horizontal anti-seismic mechanism 300 is arranged at the bottom of the steel upright column 101, and the horizontal anti-seismic mechanism 300 is positioned above the foundation layer 200 and is used for absorbing kinetic energy in the horizontal direction when the steel structure factory building 100 generates vibration in the horizontal direction or the inclined direction; and an inclined anti-seismic structure 400 arranged below the horizontal anti-seismic mechanism 300, wherein the inclined anti-seismic structure 400 is positioned on the foundation layer 200 and used for absorbing kinetic energy in an inclined direction when the steel structure factory building 100 generates vibration in the inclined direction.
As a preferred embodiment, as shown in fig. 1, the steel structure factory building 100 further includes a cross beam 103 welded between two adjacent steel columns 101, a top bar 104 and a connecting rod 105 welded between two adjacent top bars 104, wherein one end of the top bar 104 is connected to the roof layer 102, and the other end of the roof layer 102 is connected to the cross beam 103.
As a preferred embodiment, as shown in fig. 2, the inclined earthquake-proof structure 400 includes a lower base 401, an upper base 402, and a shock-absorbing structure disposed at the connection end surface of the lower base 401 and the upper base 402; the shock absorption structure comprises a lower accommodating groove 404 arranged on the upper end surface of the lower base 401, a U-shaped pad 405 arranged in the lower accommodating groove 404, an upper accommodating groove 409 arranged on the lower end surface of the upper base 402 and corresponding to the lower accommodating groove 404, and a hydraulic buffer 406 arranged in the U-shaped pad 405, wherein a buffer column 410 and a side pressure spring 413 which are positioned between the lower base 401 and the upper base 402 are respectively arranged on two sides of the compression rod 407, and the buffer column 410 is positioned between the side pressure spring 413 and the compression spring 407; the upper end of the lower base 401 is provided with a lower groove 411 at a position corresponding to the side pressure spring 413, the lower end of the upper base 402 is provided with an upper groove 412 at a position corresponding to the side pressure spring 413, and the side pressure spring 413 is embedded between the lower groove 411 and the upper groove 412.
As a preferred embodiment, as shown in fig. 2, a compression spring 416 is sleeved on the compression rod 407, the top end of the compression spring 416 abuts against the top of the upper receiving groove 409, a connection block 417 is arranged at the top end of the compression spring 416, and a pressure sensor 408 is embedded in the upper end surface of the connection block 417.
As a preferred embodiment, as shown in fig. 2, the bottom of the buffer column 410 on both sides is respectively provided with a gasket 403, the two gaskets 403 are connected with the two top ends of the U-shaped pad 405, and the gaskets 403 and the U-shaped pad 405 are made of stainless steel and are integrally formed.
As a preferred embodiment, as shown in fig. 2, two sides of the lower end surface of the upper base 402 are respectively provided with a limiting column 414, two sides of the upper end surface of the lower base 401 are respectively provided with a limiting groove 415 corresponding to the limiting column 414 up and down, and the limiting column 414 can be embedded in the limiting groove 415.
As a preferred embodiment, as shown in fig. 2, the hydraulic buffer 406 and the compression rod 407 are located on the central axis of the upper base 402, and the compression rod 407 is disposed at equal intervals with the buffer column 410 and the side pressure spring 413 on both sides thereof.
As a preferred embodiment, as shown in fig. 2, the level of the compression spring 416 is greater than the level of the buffer post 410; the lateral pressure spring 413 has a lower level than the buffer post 410.
As another preferred embodiment, as shown in fig. 3, the horizontal anti-vibration mechanism 300 includes an arc-shaped groove 301 opened on the upper end surface of the upper base 402, a roller 302 hinged to the bottom of the steel upright 101, and an arc-shaped guide rail 303 disposed in the arc-shaped groove 301, wherein the arc-shaped guide rail 303 is engaged with the roller 302, and an elastic rubber body 304 is disposed on the engaging surface of the arc-shaped guide rail 303 and the roller 302.
As another preferred embodiment, as shown in fig. 3, the horizontal anti-vibration device further includes a protective cover 500 for covering the horizontal anti-vibration device 300, wherein the protective cover 500 includes a limiting ring 501, a limiting spring 502 and a cover body 503 which are sequentially arranged at the lower end of the steel upright 101 from top to bottom; the top end of the limiting spring 502 abuts against the limiting ring 501, and the bottom end abuts against the cover body 503, so that the cover body 503 is pressed and covered on the position above the horizontal anti-vibration mechanism 300.
The steel structure type anti-seismic industrial factory building comprises an anti-seismic mechanism 300 and an inclined anti-seismic mechanism 400, when the steel structure factory building 100 vibrates in the horizontal direction, the steel structure factory building 100 buffers the impact of an earthquake on the steel structure factory building 100 by sliding the roller 302 on the arc-shaped guide rail 303, an elastic rubber body 304 is arranged on the matching surface of the arc-shaped guide rail 303 and the roller 302, the elastic rubber body 304 plays a role in buffering the sliding of the roller 302 on the arc-shaped guide rail 303, and the arc-shaped guide rail 303 designed by the arc-shaped structure plays a role in absorbing kinetic energy in the inclined direction; when the vibration in the inclined direction occurs, the kinetic energy in the inclined direction can be absorbed through the support of the compression spring and the buffer column and the side pressure spring; this steel construction formula antidetonation industrial factory building's antidetonation mechanism, compact structure, novelty have good cushioning effect to the impact of earthquake, effectively reduce the earthquake to the vibrations of steel construction factory building 100, guarantee steel construction factory building 100 structural stability, have good popularization and application and worth.
The present invention has been described in detail with reference to the specific embodiments, but the present invention is only by way of example and is not limited to the specific embodiments described above. Any equivalent modifications and substitutions to those skilled in the art are intended to be within the scope of the present invention. Accordingly, variations and modifications in equivalents may be made without departing from the spirit and scope of the invention, which is intended to be covered by the following claims.
Claims (10)
1. The utility model provides a steel construction formula antidetonation industry factory building which characterized in that includes:
the steel structure factory building (100) is built on a foundation layer (200) and comprises a plurality of steel columns (101) which are symmetrically arranged and a roof layer (102) arranged at the tops of the steel columns (101);
the horizontal anti-seismic mechanism (300) is arranged at the bottom of the steel upright (101), and the horizontal anti-seismic mechanism (300) is positioned above the foundation layer (200) and is used for absorbing kinetic energy in the horizontal direction when the steel structure factory building (100) generates vibration in the horizontal direction or the inclined direction; and
the inclined anti-seismic structure (400) is arranged below the horizontal anti-seismic mechanism (300), and the inclined anti-seismic structure (400) is located on the foundation layer (200) and used for absorbing kinetic energy in an inclined direction when the steel structure factory building (100) generates vibration in the inclined direction.
2. A steel structure type anti-seismic industrial factory building according to claim 1, wherein said steel structure factory building (100) further comprises cross beams (103) welded between two adjacent steel columns (101), roof rods (104) and connecting rods (105) welded between two adjacent roof rods (104), one end of said roof rods (104) is connected to said roof layer (102), and the other end of said roof layer (102) is connected to said cross beams (103).
3. The steel structure type anti-seismic industrial factory building according to claim 1, wherein the inclined anti-seismic structure (400) comprises a lower base (401), an upper base (402) and a shock absorption structure arranged at the connection end face of the lower base (401) and the upper base (402); the shock absorption structure comprises a lower accommodating groove (404) arranged on the upper end face of the lower base (401), a U-shaped pad (405) arranged in the lower accommodating groove (404), an upper accommodating groove (409) arranged on the lower end face of the upper base (402) and corresponding to the lower accommodating groove (404), and a hydraulic buffer (406) arranged in the U-shaped pad (405), wherein a buffer column (410) and a side pressure spring (413) which are positioned between the lower base (401) and the upper base (402) are respectively arranged on two sides of a compression rod (407), and the buffer column (410) is positioned between the side pressure spring (413) and the compression rod (407); the upper end of the lower base (401) is provided with a lower groove (411) corresponding to the position of the side pressure spring (413), the lower end of the upper base (402) is provided with an upper groove (412) corresponding to the position of the side pressure spring (413), and the side pressure spring (413) is embedded between the lower groove (411) and the upper groove (412).
4. The steel structure type anti-seismic industrial factory building according to claim 3, wherein a compression spring (416) is sleeved on the compression rod (407), the top end of the compression spring (416) abuts against the top of the upper accommodating groove (409), a connecting block (417) is arranged at the top end of the compression spring (416), and a pressure sensor (408) is embedded in the upper end face of the connecting block (417).
5. A steel structure type anti-seismic industrial factory building according to claim 3, wherein gaskets (403) are respectively arranged at the bottoms of the buffer columns (410) at two sides, the gaskets (403) are connected with the two top ends of the U-shaped pad (405), and the gaskets (403) and the U-shaped pad (405) are made of stainless steel and are integrally formed.
6. The steel structure type anti-seismic industrial factory building according to claim 3, wherein two sides of the lower end surface of the upper base (402) are respectively provided with a limiting column (414), two sides of the upper end surface of the lower base (401) are respectively provided with a limiting groove (415) which vertically corresponds to the limiting column (414), and the limiting column (414) can be embedded in the limiting groove (415).
7. The steel structural anti-seismic industrial building according to claim 3, characterized in that said hydraulic buffers (406) and compression rods (407) are located on the central axis of said upper base (402), and said compression rods (407) are equally spaced from said buffer posts (410) and side compression springs (413) on both sides thereof.
8. Steel structure earthquake-proof industrial plant according to claim 4, characterized in that the level of said compression springs (416) is greater than the level of said buffer posts (410); the horizontal height of the side pressure spring (413) is lower than that of the buffer column (410).
9. A steel structure type anti-seismic industrial factory building according to claim 7, wherein the horizontal anti-seismic mechanism (300) comprises an arc-shaped groove (301) formed in the upper end surface of the upper base (402), rollers (302) hinged to the bottom of the steel upright (101), and an arc-shaped guide rail (303) arranged in the arc-shaped groove (301), the arc-shaped guide rail (303) is matched with the rollers (302), and an elastic rubber body (304) is arranged on the matching surface of the arc-shaped guide rail (303) and the rollers (302).
10. The steel structure type anti-seismic industrial factory building according to claim 1, further comprising a protective cover (500) for covering the horizontal anti-seismic mechanism (300), wherein the protective cover (500) comprises a limiting ring (501), a limiting spring (502) and a cover body (503) which are sequentially arranged at the lower end of the steel upright column (101) from top to bottom; the top end of the limiting spring (502) abuts against the limiting ring (501), and the bottom end of the limiting spring abuts against the cover body (503), so that the cover body (503) is pressed and covered on the position above the horizontal anti-vibration mechanism (300).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920527201.5U CN210395702U (en) | 2019-04-18 | 2019-04-18 | Steel construction formula antidetonation industry factory building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920527201.5U CN210395702U (en) | 2019-04-18 | 2019-04-18 | Steel construction formula antidetonation industry factory building |
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| Publication Number | Publication Date |
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| CN210395702U true CN210395702U (en) | 2020-04-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920527201.5U Expired - Fee Related CN210395702U (en) | 2019-04-18 | 2019-04-18 | Steel construction formula antidetonation industry factory building |
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| Country | Link |
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| CN (1) | CN210395702U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962702A (en) * | 2020-08-18 | 2020-11-20 | 中荣国誉集团有限公司 | Anti-seismic house structure |
| CN113898225A (en) * | 2021-11-08 | 2022-01-07 | 无锡工业建筑设计研究院有限公司 | Three-dimensional anti-seismic steel structure factory building |
| CN114703962A (en) * | 2022-04-28 | 2022-07-05 | 湖北省工业建筑集团有限公司 | Steel structure anti-seismic frame structure of waste incineration power generation main plant |
-
2019
- 2019-04-18 CN CN201920527201.5U patent/CN210395702U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962702A (en) * | 2020-08-18 | 2020-11-20 | 中荣国誉集团有限公司 | Anti-seismic house structure |
| CN113898225A (en) * | 2021-11-08 | 2022-01-07 | 无锡工业建筑设计研究院有限公司 | Three-dimensional anti-seismic steel structure factory building |
| CN113898225B (en) * | 2021-11-08 | 2022-07-26 | 无锡工业建筑设计研究院有限公司 | Three-dimensional anti-seismic steel structure factory building |
| CN114703962A (en) * | 2022-04-28 | 2022-07-05 | 湖北省工业建筑集团有限公司 | Steel structure anti-seismic frame structure of waste incineration power generation main plant |
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