CN215594372U - Steel construction formula antidetonation industry factory building ceiling structure - Google Patents
Steel construction formula antidetonation industry factory building ceiling structure Download PDFInfo
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- CN215594372U CN215594372U CN202121700387.3U CN202121700387U CN215594372U CN 215594372 U CN215594372 U CN 215594372U CN 202121700387 U CN202121700387 U CN 202121700387U CN 215594372 U CN215594372 U CN 215594372U
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Abstract
The application relates to a steel structure type anti-seismic industrial factory building, which comprises steel columns, wherein H-shaped steel beams are horizontally arranged on the upper end surfaces of the steel columns, a beam frame is arranged on the upper end face of the H-shaped steel beam, a web plate on the upper end face of the H-shaped steel beam is provided with a fixing piece for fixing the beam frame, an anti-seismic buffer device is arranged between the steel column and the H-shaped steel beam, wherein the anti-seismic buffer device comprises supporting blocks which are symmetrically arranged on the upper end surface of the steel column, accommodating grooves are arranged in the supporting blocks, a lug is arranged in the accommodating groove, the lug is fixed with the bottom of the H-shaped steel beam, buffer grooves are arranged at two sides of the accommodating groove, the buffer groove is communicated with the accommodating groove, a buffer piece for buffering the lug is arranged in the buffer groove, and the shock-proof buffer device is arranged in the buffer groove, can be when taking place the earthquake, the steel construction ceiling of effectual protection industry factory building increases the security.
Description
Technical Field
The application relates to the technical field of steel structure industrial factory buildings, in particular to a steel structure type anti-seismic industrial factory building ceiling structure.
Background
The steel structure industrial factory building refers to a factory built by steel structures, wherein main bearing components of the factory building are made of steel, the factory building is one of main building types, and with the rapid and rapid industrial development, the steel structures in the buildings of China gradually replace the traditional concrete brick and tile structures.
At present, the steel structure is light in self-weight, high in strength, good in overall rigidity, strong in deformation performance, capable of well bearing dynamic load and short in construction period, so that the steel structure is particularly suitable for building industrial plants, the traditional industrial plants comprise steel columns, steel beams are horizontally welded on the steel columns, steel frames are welded on two sides of the steel beams, and steel plates are welded on the steel frames.
To the correlation technique among the above-mentioned, the inventor thinks that the steel construction installation of traditional steel construction industry factory building mostly adopts the welded mode, when taking place the earthquake, the steel construction ceiling of industry factory building collapses very easily, causes the injury, needs further improvement to this.
SUMMERY OF THE UTILITY MODEL
In order to improve when taking place the earthquake, the problem that the steel construction ceiling of traditional industry factory building collapses easily, this application provides a steel construction formula antidetonation industry factory building ceiling structure.
The application provides a pair of steel construction formula antidetonation industry factory building ceiling structure adopts following technical scheme:
the utility model provides a steel construction formula antidetonation industry factory building ceiling structure, includes the steel column, steel column up end level is equipped with H shaped steel roof beam, beam frame is installed to H shaped steel roof beam up end, H shaped steel roof beam up end web is equipped with the mounting that is used for fixed beam frame, install antidetonation buffer between steel column and the H shaped steel roof beam, wherein, antidetonation buffer includes that the symmetry installs the supporting shoe at the steel column up end, be equipped with the holding tank in the supporting shoe, be equipped with the lug in the holding tank, the lug is fixed with the bottom of H shaped steel roof beam mutually, the holding tank both sides are equipped with the dashpot, the dashpot is linked together with the holding tank, be equipped with the bolster that is used for buffering the lug in the dashpot.
Through adopting above-mentioned technical scheme, the lug that sets up is fixed with the bottom of H shaped steel roof beam, when taking place the earthquake, H shaped steel roof beam can take place to rock, because the holding tank is linked together with the dashpot of its both sides, and be equipped with the bolster in the dashpot, when the lug rocks in the holding tank, the lug can reduce through the cushioning effect of bolster self and rock, increase the shock resistance between H shaped steel roof beam and the steel column then, the effectual steel construction ceiling of avoiding the industry factory building receives earthquake's harm, the effectual life who prolongs steel construction formula industry factory building.
Optionally, the bolster is including setting up two buffer spring in the dashpot, still be provided with the telescopic link in the dashpot, buffer spring overlaps and establishes on the telescopic link outside, buffer spring one end is inconsistent with the dashpot diapire, and the dashpot was kept away from to the other end and telescopic link one end fixed mutually.
Through adopting above-mentioned technical scheme, the buffer spring cover that sets up is established on the telescopic link outside, and the telescopic link receives the effect of power back along the atress direction flexible, and buffer spring also can follow the telescopic link and stretch out and draw back together, and buffer spring and telescopic link mutually support effectual will receive power and reduce, have improved the ability of buffering to avoid possible earthquakes.
Optionally, the bottom wall of the accommodating groove is provided with an arc-shaped groove, and the bottom of the bump is in an arc shape matched with the arc-shaped groove.
Through adopting above-mentioned technical scheme, the arc form looks adaptation of the arc wall and the lug bottom that set up, when taking place the earthquake, what the lug can be better rocks in the arc wall to can drive H shaped steel roof beam and move together, make then H shaped steel roof beam can not break easily, the effectual security that improves the steel construction ceiling of industry factory building.
Optionally, the two sides of the bump, which are close to the buffer slot, are provided with limit slots matched with the end parts of the telescopic rod.
Through adopting above-mentioned technical scheme, the lug both sides that set up have a spacing groove, and the telescopic link tip and the spacing groove looks adaptation that set up, and the telescopic link can concentrate the buffer power of telescopic link to the lug through the limiting displacement of spacing groove, then the effectual cushioning effect that improves the lug makes the slip that the lug can be better.
Optionally, the fixing part comprises fixing plates symmetrically installed on side webs of the H-shaped steel beam far away from the steel column, connecting plates are fixedly installed on two sides of the beam frame, and bolts used for connecting the fixing plates and the connecting plates are arranged between the fixing plates and the connecting plates.
Through adopting above-mentioned technical scheme, the bolt that sets up can be connected fixed plate and connecting plate to make H shaped steel roof beam and roof beam frame link together, effectual messenger's roof beam frame fixed mounting is on H shaped steel roof beam.
Optionally, the fixing plate and the connecting plate are both provided with strip-shaped holes, and the bolts can slide in the strip-shaped holes.
Through adopting above-mentioned technical scheme, the rectangular shape hole of setting, when installation H shaped steel roof beam and roof beam frame, the bolt can be through sliding in rectangular shape downthehole, effectual increase application scope, adaptation installation error.
Optionally, a damping rubber plate is arranged between the fixing plate and the connecting plate.
Through adopting above-mentioned technical scheme, the yielding rubber board that sets up is installed between fixed plate and connecting plate, and the yielding rubber board can the active absorption vibrations, reduces pressure.
Optionally, an arc-shaped rubber pad is arranged between the arc-shaped groove and the bump.
Through adopting above-mentioned technical scheme, the arc rubber pad of setting can utilize the shear deformation ability of self, satisfies that the lug can be better slide in the arc wall, and the arc rubber pad has good shock insulation effect, further can increase the steel construction ceiling shock resistance of industry factory building.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the buffering part can reduce the vibration caused by an earthquake by utilizing the buffering effect of the buffering part, the arranged convex block can be embedded in the accommodating groove, the H-shaped steel beam and the steel column are effectively connected together, and the bottom of the arranged convex block is matched with the arc-shaped groove, so that the convex block can better slide in the arc-shaped groove when the earthquake occurs, the buffering effect is further increased, the anti-seismic effect is improved, and the steel structure ceiling of the industrial factory building is more safe;
2. the fixing part arranged on the side web plate of the H-shaped steel beam far away from the steel column can be used for effectively connecting the beam frame with the H-shaped steel beam, and the damping rubber plate can also be used for effectively absorbing vibration, so that the anti-seismic effect of the steel structure ceiling of the steel industrial factory building is further increased.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a cross-sectional view of the present application taken along the vertical direction of the steel column.
Reference numerals: 1. a steel column; 2. an H-shaped steel beam; 3. a beam frame; 4. a support block; 41. accommodating grooves; 42. A buffer tank; 421. a buffer spring; 422. a telescopic rod; 5. an arc-shaped slot; 51. an arc-shaped rubber pad; 6. a bump; 60. a limiting groove; 7. a fixing plate; 71. a strip-shaped hole; 8. a connecting plate; 81. a damping rubber plate; 9. and (4) bolts.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
The embodiment of the application discloses steel construction formula antidetonation industry factory building ceiling structure. Referring to fig. 1 and 2, a steel structure type anti-seismic industrial factory building ceiling structure includes a steel column 1, an H-shaped steel beam 2 is horizontally arranged on the steel column 1 of the embodiment, a beam frame 3 is installed on the upper end surface of the H-shaped steel beam 2, and an anti-seismic buffer device is installed between the steel column 1 and the H-shaped steel beam 2 in order to increase the anti-seismic capacity between the steel column 1 and the H-shaped steel beam 2.
The antidetonation buffer in this embodiment includes that the symmetry installs the supporting shoe 4 at 1 two up end of steel column, be equipped with holding tank 41 in the supporting shoe 4, the holding tank 41 internalization is equipped with lug 6, and lug 6 is fixed mutually with the bottom of H shaped steel roof beam 2, holding tank 41 both sides still are equipped with dashpot 42, two dashpots 42 are linked together with holding tank 41, in order to reduce vibrations, consequently be equipped with the bolster in dashpot 42, the bolster can utilize the cushioning effect of self, effectual reduction vibrations, increase the shock resistance.
In this embodiment, the bolster of setting, it is including setting up the buffer spring 421 in buffer slot 42, still be equipped with telescopic link 422 in the buffer slot 42, buffer spring 421 covers and establishes on the telescopic link 422 outside, and buffer spring 421 one end offsets with buffer slot 42 diapire, the other end is fixed mutually with telescopic link 422, when taking place the earthquake, because buffer spring 421 one end offsets with buffer slot 42 diapire, the other end is fixed mutually with telescopic link 422, consequently, the telescopic link 422 that receives pressure can be followed the atress direction and is stretched out and drawn back, further the buffer spring 421 of establishing on telescopic link 422 can reduce the pressure that telescopic link 422 received, increase cushioning effect, effectual improvement shock resistance.
In this embodiment, in order to reduce the vibrations between H shaped steel roof beam and the steel column 1, consequently be equipped with arc wall 5 at 41 diapalls of holding tank, the activity is equipped with lug 6 still in the holding tank 41, and the bottom looks adaptation of arc wall 5 and lug 6, when lug 6 receives vibrations, lug 6 can slide in arc wall 5, the effectual cushioning effect that has increased makes the steel construction ceiling of industry factory building difficult to collapse then, receives seismic damage, has improved the security.
In this embodiment, the both sides of lug 6 are equipped with spacing groove 60, and spacing groove 60 and telescopic link 422 tip looks adaptation, when taking place the earthquake, lug 6 can slide in arc wall 5 to extrusion telescopic link 422 that can be more accurate, make telescopic link 422 flexible along the atress direction, further telescopic link 422 and buffer spring 421 mutually support, increase cushioning effect, then can reduce the vibrations of the steel construction ceiling of industry factory building, increase the shock resistance.
In this embodiment, in order to connect the H-shaped steel beam 2 and the beam frame 3, the fixing member provided in this embodiment includes fixing plates 7 symmetrically installed on the side webs of the H-shaped steel beam 2, and the fixing plates 7 and the connecting plates 8 installed on both sides of the beam frame 3 may be connected by bolts 9.
In fact, in order to make H shaped steel roof beam 2 and roof beam frame 3 be connected more firm, consequently be equipped with the dovetail groove at H shaped steel roof beam 2 upper end web, and keep away from fixed plate 7 one side at connecting plate 8 and be equipped with trapezoidal lug, trapezoidal lug and dovetail groove looks gomphosis to make the connection that beam frame 3 can be more firm on H shaped steel roof beam 2, the effectual security that has improved.
In this embodiment, for the installation error that adaptation H shaped steel roof beam 2 and beam frame 3 appear in the installation, consequently all be equipped with rectangular shape hole 71 on fixed plate 7 and connecting plate 8, the bolt 9 of connecting fixed plate 7 and connecting plate 8 can be through sliding in rectangular shape hole 71, effectual increase application scope.
In this embodiment, the damping rubber plate 81 is located between the fixing plate 7 and the connecting plate 8, and when an earthquake occurs, the damping rubber plate 81 can absorb the shock by using the elasticity of the damping rubber plate 81 itself, thereby effectively increasing the shock resistance.
In this embodiment, slide in arc wall 5 in order to make lug 6 can be fine, consequently be equipped with arc rubber pad 51 between arc wall 5 and lug 6, arc rubber pad 51 not only can make better sliding in arc wall 5 of lug 6, can also absorb vibrations, further improves the shock resistance, strengthens the security.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a steel construction formula antidetonation industry factory building ceiling structure which characterized in that: comprises a steel column (1), an H-shaped steel beam (2) is horizontally arranged on the upper end surface of the steel column (1), the upper end surface of the H-shaped steel beam (2) is provided with a beam frame (3), a web plate on the upper end surface of the H-shaped steel beam (2) is provided with a fixing piece for fixing the beam frame (3), an anti-seismic buffer device is arranged between the steel column (1) and the H-shaped steel beam (2), wherein the anti-seismic buffer device comprises supporting blocks (4) which are symmetrically arranged on the upper end surface of the steel column (1), an accommodating groove (41) is arranged in the supporting block (4), a convex block (6) is arranged in the accommodating groove (41), the convex block (6) is fixed with the bottom of the H-shaped steel beam (2), buffer grooves (42) are arranged at two sides of the accommodating groove (41), buffer slot (42) are linked together with holding tank (41), be equipped with in buffer slot (42) and be used for carrying out the bolster that cushions lug (6).
2. The steel structure type anti-seismic industrial factory building ceiling structure according to claim 1, wherein: buffer member is including setting up two buffer spring (421) in buffer slot (42), still be provided with telescopic link (422) in buffer slot (42), buffer spring (421) cover is established on telescopic link (422) outside, buffer spring (421) one end is inconsistent with buffer slot (42) diapire, and the other end is fixed mutually with the one end that buffer slot (42) were kept away from to telescopic link (422).
3. The steel structure type anti-seismic industrial factory building ceiling structure according to claim 2, wherein the bottom wall of the accommodating groove (41) is provided with an arc-shaped groove (5), and the bottom of the projection (6) is provided with an arc shape matched with the arc-shaped groove (5).
4. The steel structure type anti-seismic industrial factory building ceiling structure according to claim 3, wherein: and limiting grooves (60) matched with the end parts of the telescopic rods (422) are arranged on two sides of the convex block (6) close to the buffer groove (42).
5. The steel structure type anti-seismic industrial factory building ceiling structure according to claim 1, wherein: the fixing piece comprises fixing plates (7) symmetrically installed on side webs of the H-shaped steel beam (2) far away from the steel column (1), connecting plates (8) are fixedly installed on two sides of the beam frame (3), and bolts (9) used for connecting the fixing plates (7) and the connecting plates (8) are arranged between the fixing plates (7) and the connecting plates (8).
6. The steel structure type anti-seismic industrial factory building ceiling structure according to claim 5, wherein: the fixing plate (7) and the connecting plate (8) are both provided with elongated holes (71), and the bolts (9) can slide in the elongated holes (71).
7. The steel structure type anti-seismic industrial factory building ceiling structure according to claim 3, wherein: and a damping rubber plate (81) is arranged between the fixed plate (7) and the connecting plate (8).
8. The steel structure type anti-seismic industrial factory building ceiling structure according to claim 3, wherein: an arc-shaped rubber pad (51) is arranged between the arc-shaped groove (5) and the bump (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121700387.3U CN215594372U (en) | 2021-07-23 | 2021-07-23 | Steel construction formula antidetonation industry factory building ceiling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121700387.3U CN215594372U (en) | 2021-07-23 | 2021-07-23 | Steel construction formula antidetonation industry factory building ceiling structure |
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| Publication Number | Publication Date |
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| CN215594372U true CN215594372U (en) | 2022-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121700387.3U Active CN215594372U (en) | 2021-07-23 | 2021-07-23 | Steel construction formula antidetonation industry factory building ceiling structure |
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| CN (1) | CN215594372U (en) |
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- 2021-07-23 CN CN202121700387.3U patent/CN215594372U/en active Active
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