CN211735739U - Steel structure support with damping device - Google Patents
Steel structure support with damping device Download PDFInfo
- Publication number
- CN211735739U CN211735739U CN201922315000.1U CN201922315000U CN211735739U CN 211735739 U CN211735739 U CN 211735739U CN 201922315000 U CN201922315000 U CN 201922315000U CN 211735739 U CN211735739 U CN 211735739U
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- Prior art keywords
- support
- crossbeam
- supporting seat
- damping
- base
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 39
- 239000010959 steel Substances 0.000 title claims abstract description 39
- 238000013016 damping Methods 0.000 title claims abstract description 33
- 230000003139 buffering effect Effects 0.000 claims abstract description 24
- 239000000725 suspension Substances 0.000 claims abstract description 15
- 230000035939 shock Effects 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims description 8
- 238000010521 absorption reaction Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000007747 plating Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229920002379 silicone rubber Polymers 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 241000221535 Pucciniales Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a steel structure support with damping device, including buffering supporting seat, connection base and bottom suspension strut, the buffering supporting seat passes through connect the base with the bottom suspension strut is connected, the upper end of bottom suspension strut is provided with flange, flange's upper end is provided with the crossbeam, the end position of crossbeam is provided with spacing supporting shoe, the intermediate position of crossbeam is provided with the support column, the upper end of going up the support column is provided with the fixed connection roof. Has the advantages that: the utility model discloses a set up blotter, lower blotter, damping spring and joint spout, ensure to connect and have tertiary buffering, shock attenuation effect between base and the buffering supporting seat, improve bottom suspension strut bearing structure's stability, connect for square joint between base and the buffering supporting seat, four damping spring of configuration simultaneously can not lead to the structure slope because of vibrations, and bearing structure is stable, and the shock attenuation is effectual.
Description
Technical Field
The utility model relates to a relevant technical field of steel frame construction, concretely relates to steel structure support with damping device.
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 components made of section steel, steel plates and the like, rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted, all components or parts are usually connected by welding seams, bolts or rivets, and the structure is light in self weight, simple and convenient to construct and widely applied to the fields of large-scale factory buildings, venues, super-high buildings and the like.
Most are rigid connection in the current steel structure support installation, and the node position of steel construction easily takes place deformation such as rocking because of external force causes, causes steel construction deformation to damage, does not possess and prevents rocking, takes precautions against earthquakes the function such as, and when vibrations or rocking, factor of safety is low, consequently urgently needs a neotype steel structure support who has damping device to solve current problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to overcome prior art not enough, provide a steel structure support with damping device now, solved and mostly be rigid connection in the current steel structure support installation, the node position of steel construction easily takes place deformation such as rocking because of external force causes, causes steel construction deformation to damage, does not possess and prevents rocking, takes precautions against earthquakes the function such as, when vibrations or rocking, factor of safety is low problem.
(II) technical scheme
The utility model discloses a following technical scheme realizes: the utility model provides a steel structure support with damping device, including buffering supporting seat, connection base and bottom suspension strut, the buffering supporting seat passes through connect the base with the bottom suspension strut is connected, the upper end of bottom suspension strut is provided with flange, flange's upper end is provided with the crossbeam, the end position of crossbeam is provided with spacing supporting shoe, the intermediate position of crossbeam is provided with the support column, the upper end of going up the support column is provided with the fixed connection roof, the crossbeam with be provided with the sloping between the fixed connection roof, the sloping with be provided with the bearing diagonal post between the crossbeam.
Furthermore, the connecting flange is fixed with the lower support column through welding, and the connecting flange is fixedly connected with the cross beam through bolts and is welded and reinforced.
Through adopting above-mentioned technical scheme, the bottom suspension dagger is used for supporting crossbeam and top structure, the surface of bottom suspension dagger is through zinc-plating treatment, avoids long-term the use and rusts.
Furthermore, the limiting support blocks are fixed to the cross beam through welding, the limiting support blocks are arranged at two ends of the cross beam, and the inclined support columns are fixed to the inclined beam through welding.
Through adopting above-mentioned technical scheme, the bearing diagonal post with the sloping all chooses for use the cold-formed steel material, and the texture is lighter, the bearing diagonal post the sloping the crossbeam with go up the support column and constitute stable triangle-shaped structure, the stability of effectual reinforcing structure.
Furthermore, be provided with the joint spout in the buffering supporting seat, the lower extreme of connecting the base clamps in the joint spout, the top of joint spout is provided with the blotter.
Through adopting above-mentioned technical scheme, it can to connect the base the sub-scope reciprocates in the joint spout, it fixes through the bonding to go up the blotter in the joint spout, it chooses the silicon rubber material for use to go up the blotter, go up the blotter can avoid connecting the base with the top of buffering supporting seat bumps.
Furthermore, a supporting plate is arranged below the connecting base, a damping spring is arranged on the lower plane of the supporting plate, and the lower end of the damping spring is fixedly installed in the damping groove.
Through adopting above-mentioned technical scheme, the backup pad with connect between the base through bolt fixed connection, the shape size of backup pad with the shape size of connecting the base is unanimous, damping spring is provided with four, damping spring mainly used is during great vibrations, right connect the base with the bottom suspension mast carries out secondary buffer protection.
Furthermore, the joint spout with be provided with down the blotter on the damping channel boundary step face, the outside bottom of buffering supporting seat is provided with the mount pad, be provided with the mounting hole on the mount pad.
By adopting the technical scheme, the lower cushion pad is fixed on the buffer supporting seat through bonding, the lower cushion pad has the third-time buffer damping effect, and the mounting seat is mainly used for fixing and mounting the buffer supporting seat.
(III) advantageous effects
Compared with the prior art, the utility model, following beneficial effect has:
mostly be rigid connection in solving current steel structure support installation, the node position of steel construction easily takes place deformation such as rocking because of external force causes, causes steel construction deformation to damage, does not possess and prevents rocking, takes precautions against earthquakes the function such as, when vibrations or rocking, problem that factor of safety is low, the utility model discloses a set up blotter, lower blotter, damping spring and joint spout, ensure to connect and have tertiary buffering, shock attenuation effect between base and the buffering supporting seat, improve bottom suspension strut bearing structure's stability, connect for square joint between base and the buffering supporting seat, four damping spring of configuration simultaneously, can not lead to the structure slope because of vibrations, bearing structure is stable, and the shock attenuation is effectual.
Drawings
Fig. 1 is an external structural view of a steel structure bracket with a shock-absorbing device according to the present invention;
fig. 2 is a schematic view of the internal structure of the buffer support seat of the steel structure bracket with the shock-absorbing device of the present invention;
fig. 3 is a top view of the buffer support seat of the steel structure bracket with the shock-absorbing device.
The reference numerals are explained below:
1. buffering the supporting seat; 2. connecting a base; 3. a lower support pillar; 4. a connecting flange; 5. a cross beam; 6. a limiting supporting block; 7. an oblique beam; 8. fixedly connecting the top plate; 9. an upper support column; 10. an oblique support column; 11. clamping the sliding chute; 12. an upper cushion pad; 13. a support plate; 14. a lower cushion pad; 15. a damping spring; 16. a mounting seat; 17. a damping groove; 18. and (7) installing holes.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1-3, the steel structure bracket with a shock absorbing device in this embodiment includes a buffer support seat 1, a connection base 2 and a lower support pillar 3, the buffer support seat 1 is connected to the lower support pillar 3 through the connection base 2, a connection flange 4 is disposed at an upper end of the lower support pillar 3, a cross beam 5 is disposed at an upper end of the connection flange 4, a limit support block 6 is disposed at an end position of the cross beam 5, an upper support pillar 9 is disposed at a middle position of the cross beam 5, a fixed connection top plate 8 is disposed at an upper end of the upper support pillar 9, an oblique beam 7 is disposed between the cross beam 5 and the fixed connection top plate 8, an oblique support pillar 10 is disposed between the oblique beam 7 and the cross beam 5, the connection flange 4 and the lower support pillar 3 are fixed by welding, the connection flange 4 and the cross beam 5 are fixedly connected by bolts, and are welded and, the surface of lower prop 3 is through the zinc-plating processing, avoid using for a long time and rust, through welded fastening between limit support block 6 and the crossbeam 5, the both ends of crossbeam 5 all are provided with limit support block 6, through welded fastening between bearing diagonal 10 and the sloping 7, the cold-formed steel material is all chooseed for use with the sloping to the bracing strut 10, the texture is lighter, bearing diagonal 10, the sloping 7, crossbeam 5 constitutes stable triangle-shaped structure with last support column 9, the stability of effectual reinforcing structure.
As shown in fig. 2 and fig. 3, in this embodiment, a clamping sliding groove 11 is provided in a buffer supporting seat 1, a lower end of a connecting base 2 is clamped in the clamping sliding groove 11, an upper cushion pad 12 is provided at a top of the clamping sliding groove 11, the connecting base 2 can move up and down in the clamping sliding groove 11 within a small range, the upper cushion pad 12 is fixed in the clamping sliding groove 11 by adhesion, the upper cushion pad 12 is made of silicon rubber, the upper cushion pad 12 can avoid collision between the connecting base 2 and the top of the buffer supporting seat 1, a supporting plate 13 is provided below the connecting base 2, a damping spring 15 is provided on a lower plane of the supporting plate 13, a lower end of the damping spring 15 is fixedly installed in a damping groove 17, the supporting plate 13 is fixedly connected with the connecting base 2 by bolts, a shape and a size of the supporting plate 13 is consistent with, damping spring 15 is when the great vibrations of mainly used, carry out secondary buffering protection to connecting base 2 and bottom suspension mast 3, be provided with down blotter 14 on joint spout 11 and the shock attenuation groove 17 demarcation step face, the outside bottom of buffering supporting seat 1 is provided with mount pad 16, be provided with mounting hole 18 on the mount pad 16, lower blotter 14 is fixed at buffering supporting seat 1 through bonding, lower blotter 14 has the absorbing effect of buffering for the third time, mount pad 16 mainly used cushions the fixed mounting of supporting seat 1.
The specific implementation process of this embodiment is as follows: the lower support pillar 3 is fixedly connected with the buffer support seat 1 through the connecting base 2, the buffer support seat 1 is fixedly arranged at a preset installation position through the installation seat 16 and the installation hole 18, then the upper structures such as the cross beam 5 are installed and fixed, after the steel framework is installed, if external force or vibration is met, the connecting base 2 can float in a small range in the clamping sliding groove 11 of the buffer support seat 1, because the clamping sliding groove 11 is in four-side contact with the connecting base 2, the upper end structure can be ensured to be in a horizontal state in the vertical vibration process and cannot incline, the upper and lower vibration processes are in contact with the upper buffer cushion 12, the deformation caused by vibration can be effectively buffered, when the vibration is downward, the shock absorption spring 15 can play a certain buffering role, if the shock absorption spring 15 is stressed greatly, the support plate 13 can be in contact with the lower buffer cushion 14, the shock absorption and buffering are further carried out, and, the influence that can effectual external vibrations of reduction caused the steel framework reduces the deflection, prolongs the life of steel construction.
The above-described embodiments are merely illustrative of the preferred embodiments of the present invention and are not intended to limit the spirit and scope of the present invention. Without departing from the design concept of the present invention, various modifications and improvements made by the technical solution of the present invention by those skilled in the art should fall into the protection scope of the present invention, and the technical contents claimed by the present invention have been fully recorded in the claims.
Claims (6)
1. The utility model provides a steel structure support with damping device which characterized in that: including buffering supporting seat (1), connection base (2) and bottom suspension dagger (3), buffering supporting seat (1) passes through connection base (2) with bottom suspension dagger (3) are connected, the upper end of bottom suspension dagger (3) is provided with flange (4), the upper end of flange (4) is provided with crossbeam (5), the end position of crossbeam (5) is provided with limit support shoe (6), the intermediate position of crossbeam (5) is provided with support column (9) on, the upper end of going up support column (9) is provided with fixed connection roof (8), crossbeam (5) with be provided with between fixed connection roof (8) sloping (7), sloping (7) with be provided with between crossbeam (5) sloping (10).
2. The steel structural support with the damping device as claimed in claim 1, wherein: the connecting flange (4) is fixed with the lower supporting column (3) through welding, and the connecting flange (4) is fixedly connected with the cross beam (5) through bolts and is welded and reinforced.
3. The steel structural support with the damping device as claimed in claim 1, wherein: the limiting support blocks (6) are fixed to the cross beam (5) through welding, the limiting support blocks (6) are arranged at two ends of the cross beam (5), and the inclined support columns (10) are fixed to the inclined beams (7) through welding.
4. The steel structural support with the damping device as claimed in claim 1, wherein: be provided with joint spout (11) in buffering supporting seat (1), the lower extreme of connecting base (2) clamps in joint spout (11), the top of joint spout (11) is provided with blotter (12).
5. The steel structural support with the damping device as claimed in claim 4, wherein: the connecting device is characterized in that a supporting plate (13) is arranged below the connecting base (2), a damping spring (15) is arranged on the lower plane of the supporting plate (13), and the lower end of the damping spring (15) is fixedly installed in a damping groove (17).
6. The steel structural support with the shock absorption device as set forth in claim 5, wherein: joint spout (11) with be provided with down blotter (14) on damping slot (17) boundary step face, the outside bottom of buffering supporting seat (1) is provided with mount pad (16), be provided with mounting hole (18) on mount pad (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922315000.1U CN211735739U (en) | 2019-12-21 | 2019-12-21 | Steel structure support with damping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922315000.1U CN211735739U (en) | 2019-12-21 | 2019-12-21 | Steel structure support with damping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211735739U true CN211735739U (en) | 2020-10-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922315000.1U Active CN211735739U (en) | 2019-12-21 | 2019-12-21 | Steel structure support with damping device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211735739U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112671141A (en) * | 2020-12-11 | 2021-04-16 | 山东富智大兴电机有限公司 | Vibration damping base and alternating current asynchronous motor comprising same |
| CN113146269A (en) * | 2021-05-26 | 2021-07-23 | 鑫威铝业（漳州）有限公司 | Aluminum alloy solar support production equipment and production method thereof |
| CN113275840A (en) * | 2021-05-26 | 2021-08-20 | 鑫威铝业（漳州）有限公司 | High-performance aluminum alloy solar support and production device and production method thereof |
| CN113305510A (en) * | 2021-05-26 | 2021-08-27 | 鑫威铝业（漳州）有限公司 | Aluminum alloy solar photovoltaic bracket and preparation system and preparation method thereof |
-
2019
- 2019-12-21 CN CN201922315000.1U patent/CN211735739U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112671141A (en) * | 2020-12-11 | 2021-04-16 | 山东富智大兴电机有限公司 | Vibration damping base and alternating current asynchronous motor comprising same |
| CN113146269A (en) * | 2021-05-26 | 2021-07-23 | 鑫威铝业（漳州）有限公司 | Aluminum alloy solar support production equipment and production method thereof |
| CN113275840A (en) * | 2021-05-26 | 2021-08-20 | 鑫威铝业（漳州）有限公司 | High-performance aluminum alloy solar support and production device and production method thereof |
| CN113305510A (en) * | 2021-05-26 | 2021-08-27 | 鑫威铝业（漳州）有限公司 | Aluminum alloy solar photovoltaic bracket and preparation system and preparation method thereof |
| CN113305510B (en) * | 2021-05-26 | 2022-08-09 | 鑫威铝业（漳州）有限公司 | Aluminum alloy solar photovoltaic bracket and preparation system and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230802 Address after: Room 307 and 308, 3rd floor, Building 2, No. 178, Lane 125, Wushuang Road, Jiading District, Shanghai, 201800 Patentee after: AGSON ENGINEERS (SHANGHAI) CO.,LTD. Address before: 223600 South District of Shuyang County Industrial Park, Suqian, Jiangsu Patentee before: Suqian Xinlian Development Steel Structure Co.,Ltd. |
|
| TR01 | Transfer of patent right |