CN207110241U - A kind of steel structure pillar construction - Google Patents
A kind of steel structure pillar construction Download PDFInfo
- Publication number
- CN207110241U CN207110241U CN201720978643.2U CN201720978643U CN207110241U CN 207110241 U CN207110241 U CN 207110241U CN 201720978643 U CN201720978643 U CN 201720978643U CN 207110241 U CN207110241 U CN 207110241U
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- Prior art keywords
- spring
- sides
- steel column
- shaped steel
- fixedly connected
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 238000010276 construction Methods 0.000 title claims abstract description 16
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 17
- 230000000694 effects Effects 0.000 claims abstract description 11
- 238000003466 welding Methods 0.000 claims abstract description 10
- 229920001971 elastomer Polymers 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 3
- 229920002635 polyurethane Polymers 0.000 claims description 2
- 239000004814 polyurethane Substances 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000003860 storage Methods 0.000 abstract description 3
- 238000013016 damping Methods 0.000 abstract description 2
- 230000003139 buffering effect Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000004035 construction material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of steel structure pillar construction, including ground and pedestal, the both sides of the pedestal are welded with trapezoid block, the equal welding machine in both sides of the trapezoid block has locating piece, the inside of the locating piece is fixedly connected with the ground by large-sized bolt, the surface activity of the large-sized bolt is socketed with the first spring, the surface of the lower end close proximity to ground of first spring, it is close to the lower surface of locating piece in the upper end of first spring, the interior grooves of the pedestal, the interior lower end both sides of the groove are communicated with dashpot, H-shaped steel column is socketed with the inside of the groove, the both sides lower end of the H-shaped steel column is welded with buffer stopper, the surface of the buffer stopper is slidably connected the inner side of dashpot.The steel structure pillar construction, in earthquake, the effect of a resonance and damping can be played, be effectively guaranteed the safety and stability of storage equipment factory building by the mutual support of each structure.
Description
Technical field
Long strands field is the utility model is related to, specially a kind of steel structure pillar construction.
Background technology
In the multiple area of some earthquakes, there are strict requirements in country, it is necessary to logical to the building standard of this some areas
The qualification come into operation could be obtained by crossing examination ＆ approval of some row, and the building that this kind of antidetonation is higher, in terms of construction cost compared with
Height, can not large-scale use in industrial production plant area.
Typically in the plant area in the multiple area of these earthquakes, can be incremented by step by step according to requirement of the working condition to construction material,
There is the factory building of manual work, construction material used is relatively preferable when building, and the factory building of storage equipment, usual when building
All it is to be combined to build with some easy steel constructions, and the factory building of these steel constructions, overall structure is relatively single, security
Poor, the coefficient of stability is relatively low, when earthquake occurs, although will not cause casualties, easilys lead to the resource of plant area
Loss.
Utility model content
The purpose of this utility model is to provide a kind of steel structure pillar construction, asked with solve to propose in above-mentioned background technology
Topic.
To achieve the above object, the utility model provides following technical scheme：A kind of steel structure pillar construction, including ground and
Pedestal, the both sides of the pedestal are welded with trapezoid block, and the equal welding machine in both sides of the trapezoid block has locating piece, the locating piece
Inside is fixedly connected with the ground by large-sized bolt, and the surface activity of the large-sized bolt is socketed with the first spring, and described first
The lower surface of locating piece, the inside of the pedestal are close in the surface of the lower end close proximity to ground of spring, the upper end of first spring
Groove, the interior lower end both sides of the groove are communicated with dashpot, and H-shaped steel column, the H-shaped steel are socketed with the inside of the groove
The both sides lower end of post is welded with buffer stopper, and the surface of the buffer stopper is slidably connected the inner side of dashpot, the dashpot
Inner side is fixedly connected with second spring, and the other end of the second spring is fixedly connected with buffer stopper, the inner top side of the groove
The 3rd spring is fixedly connected with, the other end of the 3rd spring is fixedly connected with rubber blanket, and the other end of the rubber blanket is tight
The surface of H-shaped steel column is pasted, both ends rivet axle bed on the inside of the notch of the H-shaped steel column, and the inner side fixed cover of the axle bed is connected to
Support shaft.
Preferably, the welding position of the locating piece and trapezoid block and the welding position of trapezoid block and pedestal are coated with
Waterproof layer made of polyurethane material.
Preferably, the upper surface both sides of the pedestal have been fixedly connected with chute, and the both sides of chute are welded with hush panel,
Sliding block is slidably connected on the inside of chute, the upper end riveting of sliding block has the first boss, and the surface soldered of the first boss, which has, to be added
Strengthening tendons, the other end of reinforcement are welded with the second boss, and the opposite side of the second boss is by riveting the surface of H-shaped steel column.
Preferably, the surface of the H-shaped steel column has been bolted to connection positioning sleeve, and the surface both sides of positioning sleeve are welded
Rebound is connected to, the inner side of positioning sleeve is provided with positioning hole, the surface of H-shaped steel column is slidably socketed on the inside of positioning hole.
Compared with prior art, the beneficial effects of the utility model are：The steel structure pillar construction, can pass through each structure
Mutually support, in earthquake, play one resonance and damping effect, be effectively guaranteed storage equipment factory building security and
Stability.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is chute inside structure schematic diagram of the present utility model；
Fig. 3 is positioning sleeve inside structure schematic diagram of the present utility model.
In figure：1 ground, 2 first springs, 3 locating pieces, 4 large-sized bolts, 5 trapezoid blocks, 6 pedestals, 7 dashpots, 8 second bullets
Spring, 9 buffer stoppers, 10 axle beds, 11 support shafts, 12 rubber blankets, 13 the 3rd springs, 14 grooves, 15 H-shaped steel columns, 16 chutes, 17
One boss, 18 reinforcements, 19 second bosses, 20 positioning sleeves, 21 rebounds, 22 positioning holes, 23 sliding blocks, 24 hush panels.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
In description of the present utility model, it is to be understood that term " longitudinal direction ", " transverse direction ", " on ", " under ", " preceding ",
The orientation or position relationship of the instruction such as " rear ", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " be based on
Orientation shown in the drawings or position relationship, it is for only for ease of description the utility model, rather than instruction or the dress for implying meaning
Put or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the utility model
Limitation.
Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：A kind of steel structure pillar construction, including ground 1 and base
Seat 6, the both sides of pedestal 6 are welded with trapezoid block 5, and the equal welding machine in both sides of trapezoid block 5 has locating piece 3, and the inside of locating piece 3 passes through
Large-sized bolt 4 is fixedly connected with ground 1, and the surface activity of large-sized bolt 4 is socketed with the first spring 2, can play a buffering
Effect, an anti-seismic performance is improved, the surface of the lower end close proximity to ground 1 of the first spring 2, the upper end of the first spring 2 is close to position
The lower surface of block 3, the interior grooves 14 of pedestal 6, the interior lower end both sides of groove 14 are communicated with dashpot 7, the inner side of groove 14
It is socketed with H-shaped steel column 15, the both sides lower end of H-shaped steel column 15 is welded with buffer stopper 9, and the surface of buffer stopper 9 is slidably connected buffering
The inner side of groove 7, the inner side of dashpot 7 are fixedly connected with second spring 8, and the other end of second spring 8 is fixedly connected with buffer stopper 9,
The inner top side of groove 14 is fixedly connected with the 3rd spring 13, and the other end of the 3rd spring 13 is fixedly connected with rubber blanket 12, rubber
The other end of rubber cushion 12 is close to the surface of H-shaped steel column 15, can play a resonance effect, ensures the stability of building, H-shaped steel
Both ends rivet axle bed 10 on the inside of the notch of post 15, and the inner side fixed cover of axle bed 10 is connected to support shaft 11, by increasing capacitance it is possible to increase H-shaped steel column
The welding position of 15 anti-pressure ability, locating piece 3 and the welding position of trapezoid block 5 and trapezoid block 5 and pedestal 6 is coated with poly-
Waterproof layer made of urethane material, can play the effect of waterproof anti-corrosion, and the upper surface both sides of pedestal 6 have been fixedly connected with cunning
Groove 16, the both sides of chute 16 are welded with hush panel 24, can anti-limited slip block 23 there is situation about slipping, the interior sideslip of chute 16
Dynamic to be connected with sliding block 23, the upper end riveting of sliding block 23 has the first boss 17, and the surface soldered of the first boss 17 has reinforcement
18, the other end of reinforcement 18 is welded with the second boss 19, can further improve the stability of resonance, the second boss
19 opposite side has been bolted to connection positioning sleeve 20 by riveting the surface of H-shaped steel column 15, the surface of H-shaped steel column 15,
The surface both sides of positioning sleeve 20 are welded with rebound 21, and the inner side of positioning sleeve 20 is provided with positioning hole 22, the inner side of positioning hole 22
The surface of H-shaped steel column 15 is slidably socketed, can be attached with the beam of outside.
The utility model is in the specific implementation：Locating piece 3 is fixedly connected with ground 1 by large-sized bolt 4, ground 1
Nut has been internally embedded, can be threadedly coupled with the other end of large-sized bolt 4, by the compression reset effect of the first spring 2, has been made
Overall structure is obtained when by earthquake, the buffer capacity can with a vertical direction, H-shaped steel column 15, can in earthquake
Resonated in the inner side of groove 14, pass through rubber blanket 12 coordinate the 3rd spring 13 compression reset so that H-shaped steel column 15 with it is recessed
There is a protection can give power, simultaneous buffering block 9 is in the interior Slideslip of dashpot 7, the pressure of cooperation second spring 2 when groove 14 resonates
Contracting resets so that H-shaped steel column 15 is more stable in vibration, also, the first boss 17 with movable slider 23 in chute 16
Slideslip, coordinate the Auxiliary support effect of the boss 19 of reinforcement 18 and second so that stabilization of the H-shaped steel column 15 in resonance
Property, further improve, hush panel 24 can anti-limited slip block 23 there is situation about slipping, when needing the connection into cross girders and post,
Pass through slip of the positioning sleeve 20 on the surface of H-shaped steel column 15 so that the position of positioning sleeve 20 can be adjusted, then be entered by bolt
Row is fixed so that and positioning sleeve 20 can be fixedly connected with H-shaped steel column 15, can be fixedly connected by rebound 21 with beam,
Support shaft 11 can strengthen the resistance to compression effect of H-shaped steel column 15.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of steel structure pillar construction, including ground（1）And pedestal（6）, it is characterised in that：The pedestal（6）Both sides weld
It is connected to trapezoid block（5）, the trapezoid block（5）The equal welding machine in both sides have locating piece（3）, the locating piece（3）Inside pass through it is big
Type bolt（4）With ground（1）It is fixedly connected, the large-sized bolt（4）Surface activity be socketed with the first spring（2）, described
One spring（2）Lower end close proximity to ground（1）Surface, first spring（2）Upper end be close to locating piece（3）Lower surface,
The pedestal（6）Interior grooves（14）, the groove（14）Interior lower end both sides be communicated with dashpot（7）, the groove
（14）Inner side be socketed with H-shaped steel column（15）, the H-shaped steel column（15）Both sides lower end be welded with buffer stopper（9）, it is described slow
Rush block（9）Surface be slidably connected dashpot（7）Inner side, the dashpot（7）Inner side be fixedly connected with second spring
（8）, the second spring（8）The other end be fixedly connected with buffer stopper（9）, the groove（14）Inner top side be fixedly connected with
3rd spring（13）, the 3rd spring（13）The other end be fixedly connected with rubber blanket（12）, the rubber blanket（12）It is another
It is close to H-shaped steel column in one end（15）Surface, the H-shaped steel column（15）Notch on the inside of both ends rivet axle bed（10）, the axle
Seat（10）Inner side fixed cover be connected to support shaft（11）.
A kind of 2. steel structure pillar construction according to claim 1, it is characterised in that：The locating piece（3）With trapezoid block（5）
Welding position and trapezoid block（5）With pedestal（6）Welding position be coated with waterproof layer made of polyurethane material.
A kind of 3. steel structure pillar construction according to claim 1, it is characterised in that：The pedestal（6）Upper surface both sides
It has been fixedly connected with chute（16）, chute（16）Both sides be welded with hush panel（24）, chute（16）Inner side be slidably connected
There is sliding block（23）, sliding block（23）Upper end riveting have the first boss（17）, the first boss（17）Surface soldered have reinforcement
Muscle（18）, reinforcement（18）The other end be welded with the second boss（19）, the second boss（19）Opposite side by riveting H
Shape steel column（15）Surface.
A kind of 4. steel structure pillar construction according to claim 1, it is characterised in that：The H-shaped steel column（15）Surface lead to
Cross bolt and be fixedly connected with positioning sleeve（20）, positioning sleeve（20）Surface both sides be welded with rebound（21）, positioning sleeve（20）
Inner side be provided with positioning hole（22）, positioning hole（22）Inner side be slidably socketed H-shaped steel column（15）Surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720978643.2U CN207110241U (en) | 2017-08-07 | 2017-08-07 | A kind of steel structure pillar construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720978643.2U CN207110241U (en) | 2017-08-07 | 2017-08-07 | A kind of steel structure pillar construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207110241U true CN207110241U (en) | 2018-03-16 |
Family
ID=61581332
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720978643.2U Expired - Fee Related CN207110241U (en) | 2017-08-07 | 2017-08-07 | A kind of steel structure pillar construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207110241U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824836A (en) * | 2018-07-05 | 2018-11-16 | 安徽省浦菲尔建材有限公司 | A kind of ruggedized construction of steel wallboard |
| CN110258925A (en) * | 2019-07-15 | 2019-09-20 | 熊美俊 | A kind of modified steel structural upright column |
| CN111055069A (en) * | 2020-01-13 | 2020-04-24 | 程笔云 | Steel construction preparation welding frock clamp |
| CN112095824A (en) * | 2019-06-18 | 2020-12-18 | 毓润(上海)生态科技有限公司 | Shock-absorbing structure is consolidated to building |
| CN112267704A (en) * | 2020-11-04 | 2021-01-26 | 浙江同济科技职业学院 | Wooden railing fixed knot of ancient building restoration constructs |
-
2017
- 2017-08-07 CN CN201720978643.2U patent/CN207110241U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824836A (en) * | 2018-07-05 | 2018-11-16 | 安徽省浦菲尔建材有限公司 | A kind of ruggedized construction of steel wallboard |
| CN112095824A (en) * | 2019-06-18 | 2020-12-18 | 毓润(上海)生态科技有限公司 | Shock-absorbing structure is consolidated to building |
| CN110258925A (en) * | 2019-07-15 | 2019-09-20 | 熊美俊 | A kind of modified steel structural upright column |
| CN111055069A (en) * | 2020-01-13 | 2020-04-24 | 程笔云 | Steel construction preparation welding frock clamp |
| CN112267704A (en) * | 2020-11-04 | 2021-01-26 | 浙江同济科技职业学院 | Wooden railing fixed knot of ancient building restoration constructs |
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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: 20180316 |
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| CF01 | Termination of patent right due to non-payment of annual fee |