CN213296735U - Elastic damping connection structure for building steel structure - Google Patents
Elastic damping connection structure for building steel structure Download PDFInfo
- Publication number
- CN213296735U CN213296735U CN202022039822.4U CN202022039822U CN213296735U CN 213296735 U CN213296735 U CN 213296735U CN 202022039822 U CN202022039822 U CN 202022039822U CN 213296735 U CN213296735 U CN 213296735U
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- Prior art keywords
- spring
- support
- thick bamboo
- shock attenuation
- section
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 31
- 239000010959 steel Substances 0.000 title claims abstract description 31
- 238000013016 damping Methods 0.000 title description 2
- 230000035939 shock Effects 0.000 claims abstract description 22
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 14
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 14
- 241001330002 Bambuseae Species 0.000 claims abstract description 14
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 14
- 239000011425 bamboo Substances 0.000 claims abstract description 14
- 238000010276 construction Methods 0.000 claims abstract description 11
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses a building steel construction elasticity shock attenuation connection structure, including supporting a section of thick bamboo, the built-in support column that is equipped with of support section of thick bamboo, the cover is equipped with the sleeve pipe on the support column, and the backup pad has been installed at the sheathed tube top, is equipped with the mounting hole in the backup pad, supports the built-in first spring that is equipped with of a section of thick bamboo, and the cover is equipped with the second spring on the support column, and the connecting plate has been installed to the sheathed tube both sides, is equipped with the perforation on the connecting plate, supports. The nut is constantly by the in-process of unscrewing, and the connecting plate is along, and the double-screw bolt moves down, and first spring and second spring are compressed, and the bottom stable support ground of all elasticity shock attenuation connection structure's a support section of thick bamboo consequently can change each elasticity shock attenuation connection structure's supporting height through swivel nut, satisfies first spring and second spring and can effectively the bottom plate of the short steel construction building of elastic support, ensures good vertical shock attenuation effect.
Description
Technical Field
The utility model belongs to the technical field of the building steel construction, concretely relates to building steel construction elasticity shock attenuation connection structure.
Background
Compared with the traditional concrete building, the steel plate or the profile steel replaces the reinforced concrete, the steel structure building has higher strength and better shock resistance, the construction period is greatly reduced because the members can be manufactured in a factory and installed on site, and the construction waste can be greatly reduced because the steel can be repeatedly used, is more environment-friendly, is widely adopted by various countries in the world and is applied to industrial buildings and civil buildings.
For a short-storey steel structure building, in addition to ensuring the connection stability of steel structures, the integral vibration resistance is also important, because of the characteristics of the steel structure building, the steel structure building has strong transverse vibration resistance, basically no need of any vibration resistance measures, a vertical vibration resistance structure is additionally arranged at the bottom of the short-storey steel structure building, the existing vibration resistance structure is arranged at the bottom of the short-storey steel structure building, a main body consists of a support cylinder and a support plate, a support column is arranged in the support cylinder, a sleeve is sleeved on the support column, a spring is sleeved on the sleeve and the support column, the top of the sleeve is connected with the support plate, mounting holes are arranged at two sides of the support plate, bolts can be inserted in the mounting holes, can penetrate through holes arranged at the edge of a bottom plate of the short-storey steel structure building, the bolts are locked through nuts to realize the stable connection of the, the defects are as follows: because there is the height fluctuation on the ground of the short layer steel structure building of installation, it does not effectively support ground to appear supporting a section of thick bamboo easily, consequently partly spring does not have the effectual elastic support to the bottom plate, leads to the shock attenuation effect not good enough.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building steel construction elasticity shock attenuation connection structure to solve the not good enough problem of shock attenuation effect that exists among the prior art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building steel construction elasticity shock attenuation connection structure, includes a support section of thick bamboo, the built-in support column that is equipped with of a support section of thick bamboo, the cover is equipped with the sleeve pipe on the support column, the backup pad has been installed at the sheathed tube top, be equipped with the mounting hole in the backup pad, the built-in first spring that is equipped with of a support section of thick bamboo, the cover is equipped with the second spring on the support column, the connecting plate has been installed to the sheathed tube both sides, be equipped with the perforation on the connecting plate, the built-in double-screw bolt.
Preferably, the support column is of a cylindrical structure, and the sleeve is of a circular tube structure.
Preferably, the sleeve is provided with an air hole.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model provides a building steel construction elasticity shock attenuation connection structure, the nut is constantly by the in-process of underspin, the connecting plate is along, the double-screw bolt moves down, first spring and second spring are compressed, the bottom stable stay ground of a support section of thick bamboo until all elasticity shock attenuation connection structure, consequently can pass through swivel nut, change each elasticity shock attenuation connection structure's bearing height, satisfy the bottom plate that first spring and second spring can effective elastic stay short layer steel construction building, ensure good vertical shock attenuation effect.
Drawings
Fig. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic view in partial cutaway of FIG. 1;
fig. 3 is a schematic top view of fig. 1.
In the figure: the support structure comprises a support cylinder 1, a support column 2, a sleeve 3, a support plate 4, a mounting hole 5, a first spring 6, an air hole 7, a second spring 8, a connecting plate 9, a through hole 10, a stud 11 and a nut 12.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
Referring to fig. 1, 2 and 3, an elastic shock absorption connection structure for a building steel structure comprises a support cylinder 1, wherein the support cylinder 1 is of a cylindrical structure, a support column 2 is welded at the center of the bottom end inside the support cylinder 1, a sleeve 3 is slidably sleeved on the support column 2, the support column 2 is of a cylindrical structure, the sleeve 3 is of a circular tube structure, a support plate 4 is arranged at the top of the sleeve 3, the sleeve 3 and the support plate 4 are cast and integrated, mounting holes 5 are formed in the left side and the right side of the support plate 4, bolts are inserted into the mounting holes 5 and inserted into through holes in the edge of a bottom plate of a short-rise steel structure, then the bolts are locked by nuts, the elastic shock absorption connection structure can be stably connected with the bottom plate, a first spring 6 is arranged in the support cylinder 1, air holes 7 are formed in the left side and the right side of the upper portion of the sleeve 3, a second spring 8 is sleeved on the, first spring 6 and second spring 8 are natural state this moment, and the elasticity shock attenuation connection structure height setting this moment is higher than the bottom and the ground design height of short layer steel structure building and is 20 centimetres, and the maximum compression length sum of first spring 6 and second spring 8 is 30 centimetres, and the initial compression resilience force of first spring 6 and second spring 8 can the short layer steel structure building's of elastic support bottom plate and can appear 5 centimetres compression volume.
Referring to fig. 2, the connecting plates 9 are installed on the left side and the right side of the sleeve 3, the sleeve 3 and the connecting plates 9 are made of fusion casting integrated pieces, the connecting plates 9 are of square plate structures, through holes 10 are formed in the connecting plates 9, studs 11 are welded to the left side and the right side of the bottom end of the supporting cylinder 1, the studs 11 penetrate through the through holes 10, nuts 12 are connected to the top of the studs 11 in a threaded mode, and the nuts 12 can be loosened by installing universal rotary heads through electric screwdriver.
During the use, be used for penetrating the bolt in the mounting hole 5, and insert the bolt in the perforation at short-rise steel structure building's bottom plate edge, then with nut locking bolt, can be with this elasticity shock attenuation connection structure and bottom plate stable connection, install universal spiral head nut 12 of screwing additional with the electricity, nut 12 is constantly by the in-process of unscrewing, connecting plate 9 moves down along double-screw bolt 11, first spring 6 and second spring 8 are compressed, the bottom stable support ground of the support section of thick bamboo 1 up to all elasticity shock attenuation connection structure, consequently, can pass through swivel nut 12, change each elasticity shock attenuation connection structure's support height, satisfy first spring 6 and second spring 8 and can effectively the bottom plate of elastic support short-rise steel structure building, ensure good vertical shock attenuation effect.
Claims (3)
1. The utility model provides a building steel construction elasticity shock attenuation connection structure, includes a support section of thick bamboo (1), its characterized in that: support built-in support column (2) that is equipped with of a section of thick bamboo (1), the cover is equipped with sleeve pipe (3) on support column (2), backup pad (4) have been installed at the top of sleeve pipe (3), be equipped with mounting hole (5) on backup pad (4), support the built-in first spring (6) that is equipped with of a section of thick bamboo (1), the cover is equipped with second spring (8) on support column (2), connecting plate (9) have been installed to the both sides of sleeve pipe (3), be equipped with perforation (10) on connecting plate (9), support the built-in double-screw bolt (11) and the double-screw bolt (11) that are equipped with of a section of thick bamboo (1) and run through perforation (10), the.
2. The elastic shock-absorbing connecting structure for the building steel structure according to claim 1, wherein: the support column (2) is of a cylindrical structure, and the sleeve (3) is of a circular tube structure.
3. The elastic shock-absorbing connecting structure for the building steel structure according to claim 2, wherein: the sleeve (3) is provided with an air hole (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022039822.4U CN213296735U (en) | 2020-09-17 | 2020-09-17 | Elastic damping connection structure for building steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022039822.4U CN213296735U (en) | 2020-09-17 | 2020-09-17 | Elastic damping connection structure for building steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213296735U true CN213296735U (en) | 2021-05-28 |
Family
ID=76031807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022039822.4U Expired - Fee Related CN213296735U (en) | 2020-09-17 | 2020-09-17 | Elastic damping connection structure for building steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213296735U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323179A (en) * | 2021-06-07 | 2021-08-31 | 江苏苏构建筑科技有限公司 | Constraint support anti-seismic structure of super high-rise building and manufacturing method |
-
2020
- 2020-09-17 CN CN202022039822.4U patent/CN213296735U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323179A (en) * | 2021-06-07 | 2021-08-31 | 江苏苏构建筑科技有限公司 | Constraint support anti-seismic structure of super high-rise building and manufacturing method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210528 |
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| CF01 | Termination of patent right due to non-payment of annual fee |