CN213682488U - Workshop steel construction takes precautions against earthquakes - Google Patents
Workshop steel construction takes precautions against earthquakes Download PDFInfo
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- CN213682488U CN213682488U CN202022339157.0U CN202022339157U CN213682488U CN 213682488 U CN213682488 U CN 213682488U CN 202022339157 U CN202022339157 U CN 202022339157U CN 213682488 U CN213682488 U CN 213682488U
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- crossbeam
- stand
- base
- spring
- supporting seat
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Abstract
The utility model discloses a factory building steel construction takes precautions against earthquakes, including the crossbeam, a plurality of supporting seats are installed respectively to the bottom left and right sides of crossbeam, and the supporting seat includes: the base, stand and strengthening rib, the base passes through a plurality of screws and ground zonulae occludens, the welding has the stand on the base, a plurality of strengthening ribs that link to each other with the base have all been welded to the left and right sides of stand, the top of stand links to each other with the crossbeam, a first damper is all installed to the left and right sides of every supporting seat, all install a second damper who links to each other with the crossbeam on every supporting seat, the top cap is installed at the top of crossbeam, be connected with a plurality of steel pipes and rubber prop between top cap and the crossbeam, steel pipe and rubber prop alternate arrangement. The utility model discloses shock attenuation nature is good, and stability is high.
Description
Technical Field
The utility model relates to a steel construction technical field specifically is a factory building steel construction takes precautions against earthquakes.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, 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 structure is easy to rust, and generally the steel structure needs to be derusted, galvanized or painted, and needs to be maintained regularly.
The existing factory building steel structure is poor in stability and easy to collapse when dealing with an earthquake, and aiming at the current situation, the factory building steel structure which is good in shock absorption and high in stability is urgently needed to be developed so as to overcome the defects in the current practical application and meet the current requirements.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a factory building steel construction takes precautions against earthquakes to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a factory building steel construction takes precautions against earthquakes, includes the crossbeam, a plurality of supporting seats are installed respectively to the bottom left and right sides of crossbeam, every a first damper is all installed to the left and right sides of supporting seat, every all install a second damper who links to each other with the crossbeam on the supporting seat, the top cap is installed at the top of crossbeam, be connected with a plurality of steel pipes and rubber support post between top cap and the crossbeam, steel pipe and rubber support post alternate arrangement.
As a further aspect of the present invention: the supporting seat includes: base, stand and strengthening rib, the base passes through a plurality of screws and ground zonulae occludens, the welding has the stand on the base, a plurality of strengthening ribs that link to each other with the base have all been welded to the left and right sides of stand, the top of stand links to each other with the crossbeam.
As a further aspect of the present invention: the first damper mechanism includes: the base plate is fixed with the ground through a screw, the base plate is welded with the lantern ring, the hinge pin is connected in the lantern ring in a rotating mode, the hinge pin is connected with the connecting rod, the connecting rod is elastically connected with the stand through the first springs, the cam is installed at the top of the connecting rod, and the cam is attached to the side face of the stand.
As a further aspect of the present invention: the second damper mechanism includes: installation shell, free bearing, conduction pole, second spring and friction pulley, the installation shell rotates with the stand through the free bearing and is connected, install in the installation shell and extend to its outside conduction pole, the inner wall elastic connection of conduction pole through second spring and installation shell, the top of conduction pole and the bottom fixed connection of crossbeam, install a plurality of friction pulleys of laminating mutually with the conduction pole in the installation shell.
Compared with the prior art, the beneficial effects of the utility model are that: according to the shockproof factory building steel structure, the stand column can vibrate when an earthquake occurs, when the stand column shakes left and right, the stand column drives the connecting rod to swing, the connecting rod swings to drive the first spring to stretch or compress, and the first spring absorbs transverse vibration force, so that the shock is reduced; when the crossbeam vibrates, the vibration force is transmitted to the conduction rod through the crossbeam, the conduction rod drives the second spring to compress for buffering, and when the conduction rod moves, the conduction rod can rub against the friction wheel to consume a part of the vibration force; and the top cap can absorb the vibration force through a plurality of rubber pillars, so that the vibration is reduced, and the stability is improved. To sum up, the utility model discloses shock attenuation nature is good, and stability is high.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a partial view of a position a in the structural schematic diagram of the present invention.
Fig. 3 is a partial view of the position B in the structural schematic diagram of the present invention.
In the figure: 1-supporting seat, 101-base, 102-upright post, 103-reinforcing rib, 2-first damping mechanism, 201-bottom plate, 202-lantern ring, 203-pin shaft, 204-connecting rod, 205-first spring, 206-cam, 3-cross beam, 4-second damping mechanism, 401-mounting shell, 402-hinge seat, 403-conducting rod, 404-second spring, 405-friction wheel, 5-top cover, 6-steel pipe and 7-rubber support.
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. 1-3, in an embodiment of the present invention, a shockproof factory building steel structure, includes crossbeam 3, a plurality of supporting seats 1 are installed respectively to the bottom left and right sides of crossbeam 3, supporting seat 1 is fixed in subaerial, supporting seat 1 includes: base 101, stand 102 and strengthening rib 103, base 101 is through a plurality of screws and ground zonulae occludens, the welding has stand 102 on the base 101, a plurality of strengthening ribs 103 that link to each other with base 101 have all been welded to the left and right sides of stand 102, the top of stand 102 links to each other with crossbeam 3, every a first damper 2 is all installed to the left and right sides of supporting seat 1, a damper 2 and ground fixed connection, a damper 2 includes: bottom plate 201, lantern ring 202, round pin axle 203, connecting rod 204, first spring 205 and cam 206, bottom plate 201 is fixed mutually through screw and ground, the welding has lantern ring 202 on the bottom plate 201, the interior rotation of lantern ring 202 is connected with round pin axle 203, round pin axle 203 links to each other with connecting rod 204, connecting rod 204 is through a plurality of first spring 205 and stand 102 elastic connection, cam 206 is installed at the top of connecting rod 204, cam 206 laminates with the side of stand 102 mutually, every all install a second damper 4 who links to each other with crossbeam 3 on the supporting seat 1, second damper 4 includes: install shell 401, free bearing 402, conduction pole 403, second spring 404 and friction pulley 405, installation shell 401 rotates with stand 102 through free bearing 402 to be connected, install in the installation shell 401 and extend to its outside conduction pole 403, the inner wall elastic connection of conduction pole 403 through second spring 404 and installation shell 401, the top of conduction pole 403 and the bottom fixed connection of crossbeam 3, install a plurality of friction pulleys 405 of laminating mutually with conduction pole 403 in the installation shell 401, top cap 5 is installed at the top of crossbeam 3, be connected with a plurality of steel pipes 6 and rubber support post 7 between top cap 5 and the crossbeam 3, steel pipe 6 and rubber support post 7 alternate arrangement. When an earthquake occurs, the upright post 102 vibrates, when the upright post 102 shakes left and right, the upright post 102 drives the connecting rod 204 to swing, the connecting rod 204 swings to drive the first spring 205 to stretch or compress, and the first spring 205 absorbs transverse vibration force, so that the vibration is reduced; when the beam 3 vibrates, the vibration force is transmitted to the conduction rod 403 through the beam 3, the conduction rod 403 drives the second spring 404 to compress for buffering, and when the conduction rod 403 moves, the conduction rod 403 and the friction wheel 405 rub against each other to consume a part of the vibration force; the top cover 5 can absorb the vibration force through the plurality of rubber pillars 7, so that the vibration is reduced, and the stability is improved.
The utility model discloses a theory of operation is: according to the shockproof factory building steel structure, when an earthquake occurs, the upright post 102 can vibrate, when the upright post 102 shakes left and right, the upright post 102 drives the connecting rod 204 to swing, the connecting rod 204 swings to drive the first spring 205 to stretch or compress, and the first spring 205 absorbs transverse vibration force, so that the reduction of vibration is facilitated; when the beam 3 vibrates, the vibration force is transmitted to the conduction rod 403 through the beam 3, the conduction rod 403 drives the second spring 404 to compress for buffering, and when the conduction rod 403 moves, the conduction rod 403 and the friction wheel 405 rub against each other to consume a part of the vibration force; the top cover 5 can absorb the vibration force through the plurality of rubber pillars 7, so that the vibration is reduced, and the stability 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 (4)
1. The utility model provides a factory building steel construction takes precautions against earthquakes, includes crossbeam (3), its characterized in that: a plurality of supporting seats (1) are installed respectively to the bottom left and right sides of crossbeam (3), every a first damper (2), every are all installed to the left and right sides of supporting seat (1) all install a second damper (4) that link to each other with crossbeam (3) on supporting seat (1), top cap (5) are installed at the top of crossbeam (3), be connected with a plurality of steel pipes (6) and rubber support post (7) between top cap (5) and crossbeam (3), steel pipe (6) and rubber support post (7) alternate arrangement.
2. The earthquake-proof factory building steel structure of claim 1, wherein: the supporting seat (1) comprises: base (101), stand (102) and strengthening rib (103), base (101) are through a plurality of screws and ground zonulae occludens, the welding has stand (102) on base (101), a plurality of strengthening ribs (103) that link to each other with base (101) have all been welded to the left and right sides of stand (102), the top of stand (102) links to each other with crossbeam (3).
3. The earthquake-proof factory building steel structure of claim 2, wherein: the first damper mechanism (2) includes: bottom plate (201), lantern ring (202), round pin axle (203), connecting rod (204), first spring (205) and cam (206), bottom plate (201) is fixed mutually through screw and ground, the welding has lantern ring (202) on bottom plate (201), the internal rotation of lantern ring (202) is connected with round pin axle (203), round pin axle (203) links to each other with connecting rod (204), connecting rod (204) are through a plurality of first spring (205) and stand (102) elastic connection, cam (206) are installed at the top of connecting rod (204), cam (206) laminate mutually with the side of stand (102).
4. The earthquake-proof factory building steel structure of claim 2, wherein: the second damper mechanism (4) includes: installation shell (401), free bearing (402), conduction pole (403), second spring (404) and friction pulley (405), installation shell (401) are connected through free bearing (402) and stand (102) rotation, install in installation shell (401) and extend to its outside conduction pole (403), the inner wall elastic connection of conduction pole (403) through second spring (404) and installation shell (401), the bottom fixed connection of the top of conduction pole (403) and crossbeam (3), install in installation shell (401) a plurality ofly and the friction pulley (405) of laminating mutually of conduction pole (403).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022339157.0U CN213682488U (en) | 2020-10-20 | 2020-10-20 | Workshop steel construction takes precautions against earthquakes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022339157.0U CN213682488U (en) | 2020-10-20 | 2020-10-20 | Workshop steel construction takes precautions against earthquakes |
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| Publication Number | Publication Date |
|---|---|
| CN213682488U true CN213682488U (en) | 2021-07-13 |
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| CN202022339157.0U Active CN213682488U (en) | 2020-10-20 | 2020-10-20 | Workshop steel construction takes precautions against earthquakes |
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| CN (1) | CN213682488U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113957997A (en) * | 2021-11-24 | 2022-01-21 | 通号建设集团有限公司 | Anti-seismic steel structure building |
-
2020
- 2020-10-20 CN CN202022339157.0U patent/CN213682488U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113957997A (en) * | 2021-11-24 | 2022-01-21 | 通号建设集团有限公司 | Anti-seismic steel structure building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Steel structure of shockproof workshop Effective date of registration: 20210726 Granted publication date: 20210713 Pledgee: Bank of Cangzhou Limited by Share Ltd. Yutian branch Pledgor: ZHIGHING INTERNATIONAL STEEL STRUCTURES (TANGSHAN) Co.,Ltd. Registration number: Y2021980006728 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20220802 Granted publication date: 20210713 Pledgee: Bank of Cangzhou Limited by Share Ltd. Yutian branch Pledgor: ZHIGHING INTERNATIONAL STEEL STRUCTURES (TANGSHAN) Co.,Ltd. Registration number: Y2021980006728 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A steel structure for earthquake resistant factory buildings Effective date of registration: 20230815 Granted publication date: 20210713 Pledgee: Bank of Cangzhou Limited by Share Ltd. Yutian branch Pledgor: ZHIGHING INTERNATIONAL STEEL STRUCTURES (TANGSHAN) Co.,Ltd. Registration number: Y2023980052292 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |