CN207436616U - A kind of achievable skyscraper isolation structure - Google Patents
A kind of achievable skyscraper isolation structure Download PDFInfo
- Publication number
- CN207436616U CN207436616U CN201721324469.6U CN201721324469U CN207436616U CN 207436616 U CN207436616 U CN 207436616U CN 201721324469 U CN201721324469 U CN 201721324469U CN 207436616 U CN207436616 U CN 207436616U
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- CN
- China
- Prior art keywords
- pier
- support plate
- pier body
- skyscraper
- support column
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Abstract
The utility model discloses a kind of achievable skyscraper isolation structures, including lower pier body, upper pier body and the first support plate, the bottom of the upper pier body is equipped with /V pier, the second support plate is installed below upper pier body on the inside of the /V pier, the bottom of second support plate is equipped with the second support column by bolt, the bottom of second support column is equipped with the first support plate by bolt, the bottom of first support plate is welded with the first support column, the bottom of first support column is equipped with buffer strip, memorial alloy steel body is installed below the buffer strip, lower pier body is installed below the memorial alloy steel body, dashpot is provided at the top of the lower pier body.The utility model makes this equipment that can realize multistage shock insulation during skyscraper shock insulation by being provided with a series of structure, possesses self reset function, achievees the effect that multiple shock insulation antidetonation, lowers the safety of eaerthquake damage degree, support personnel's life and property.
Description
Technical field
The utility model is related to construction engineering technical fields, are specially a kind of achievable skyscraper isolation structure.
Background technology
Earthquake is a kind of unavoidable natural phenomena of human society, casualties caused by earthquake and economic loss 90%
It is even more come from building collapsing caused by.Therefore countries in the world all are being directed to carrying out earthquake resistant engineering mitigation work, are directed to
The level of providing fortification against earthquakes of construction project is improved, improves the shock resistance of construction project.
For skyscraper, build that floor is higher, and base isolation is more indispensable, shock isolation system can lower earthquake
Etc. destruction of the natural calamities to building, while ensured the life and property safety of inhabitation people, general isolation structure is more
Simply, only accomplish individual layer shock insulation, mostly carry out shock insulation processing using cheap materials such as friction materials, though it is relatively cheap, it can not expire
The demand of sufficient shock insulation does not accomplish real antidetonation shock insulation more, and some isolation structure designs are unreasonable, and there are a systems after the earthquake
Row problem, if tensile capacity is low, phenomena such as can not resetting.
Utility model content
The purpose of this utility model is to provide a kind of achievable skyscraper isolation structure, to solve above-mentioned background technology
The problem of middle proposition.
To achieve the above object, the utility model provides following technical solution：A kind of achievable skyscraper isolation structure,
Including lower pier body, upper pier body and the first support plate, the top inside the upper pier body is equipped with fireprotection layer, the fireprotection layer lower section
Upper pier body inside waterproof layer is installed, sound-absorbing asbestos, the upper pier body are installed inside the upper pier body below the waterproof layer
Bottom /V pier is installed, the inside of the /V pier is equipped with flexible material layer, under the upper pier body on the inside of the /V pier
Side is equipped with the second support plate, and two end surfaces of the second support plate are all contacted with /V pier inner surface, second support
The bottom of plate is equipped with the second support column by bolt, and the surface of second support column is equipped with antidetonation bullet by limit element
Spring, the bottom of second support column are equipped with the first support plate by bolt, and the bottom of first support plate is welded with
One support column, the bottom of first support column are equipped with buffer strip, memorial alloy steel body are equipped with below the buffer strip,
Lower pier body is installed below the memorial alloy steel body, is provided with dashpot at the top of the lower pier body, the dashpot it is interior
Portion is placed with bulky grain plastic block.
Preferably, the both ends of the memorial alloy steel body generate connection by strengthening steel and lower pier body, and strengthen steel
Surface fastener is installed.
Preferably, plastic cement buffer body is installed, and plastic cement buffer body is hemisphere at the top of second support plate.
Preferably, the inside of the buffer strip is equipped with polyurethane buffering block.
Preferably, the surface of first support column is equipped with resetting spring.
Compared with prior art, the beneficial effects of the utility model are：This can be achieved skyscraper isolation structure by
Surface is provided with fireprotection layer, ensures building during fire occurs, and upper pier body is not exposed to fire erosion, ensure that height
The safety of structure of layer building by being equipped with waterproof layer, can prevent waterproof from entering in the isolation structure, ensure internal structure
Do not corrode, it is ensured that the service life of the isolation structure by being equipped with hemispheric plastic cement buffer body, is subjected to and preliminary
The vibrations that multiple orientation transmit on pier body in counteracting, it is ensured that can accurately carry out shock insulation, by being provided with /V pier, can offset
The cross force transmitted in second support plate prevents the lateral displacement of the second support plate, it is ensured that stabilized structure, by being equipped with antidetonation
Spring can offset the shock wave that top is transmitted, by being equipped with resetting spring, can promote the internal element of the isolation structure, really
The upper pier body of plastic cement buffer body contact is protected, prevents that vibrations number is excessive, plastic cement buffer body can not contact pier after fatigue deformation occurs
Body reduces the effect of antidetonation shock insulation, also can play the role of counteracting to shock wave, by being equipped with polyurethane buffering block, to upper
Vibrations suffered by pier body carry out the 4th shock insulation, realize multiple shock insulation, it is ensured that it is very small to touch the power of lower pier body, and strengthening should be every
Shake the efficient stable of structures isolation effect, by being equipped with memorial alloy steel body, after antidetonation steel body deformation self can be resetted, it is real
The now recycling of the isolation structure by being equipped with dashpot, while can offsetting vibration force, can also increase memorial alloy steel
Frictional force between body and lower pier body by being equipped with sound-absorbing asbestos gauge, can offset isolation structure internal mechanical friction and generate
Noise, improve high-rise inside Living consumption.
Description of the drawings
Fig. 1 is the front view of the utility model；
Fig. 2 is the internal structure schematic diagram of the utility model；
Fig. 3 is the side view of the utility model.
In figure：Pier body under 1-；2- memorial alloy steel bodies；The first support columns of 3-；4- limit elements；5- /V piers；6- plastic cement
Buffer body；7- buffer strips；8- resetting springs；The first support plates of 9-；10- anti-seismic springs；The second support columns of 11-；12- second is supported
Plate；The upper pier bodies of 13-；14- strengthens steel；15- fasteners；16- polyurethane buffering blocks；17- flexible material layers；18- fireprotection layers；
19- dashpots；20- bulky grain plastic blocks；21- sound-absorbing asbestos；22- waterproof layers.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, a kind of embodiment provided by the utility model：A kind of achievable skyscraper isolation structure, bag
Include lower pier body 1,13 and first support plate 9 of upper pier body, the top inside upper pier body 13 is equipped with fireprotection layer 18,18 lower section of fireprotection layer
Upper pier body 13 inside waterproof layer 22 is installed, can prevent moisture into the isolation structure, increase service life, waterproof layer 22
Sound-absorbing asbestos 21 are installed inside the upper pier body 13 of lower section, the noise inside acceptable calcium isolation structure, the bottom of upper pier body 13
/V pier 5 is installed, the inside of /V pier 5 is equipped with flexible material layer 17, and 13 lower section of upper pier body of 5 inside of /V pier is equipped with
Second support plate 12, and two end surfaces of the second support plate 12 are all contacted with 5 inner surface of /V pier, and carried out by /V pier 5
/V, the top of the second support plate 12 is equipped with plastic cement buffer body 6, and plastic cement buffer body 6 is hemisphere, and hemispheroidal plastic cement delays
Multi-faceted stress can be born by rushing body 6, and the bottom of the second support plate 12 is equipped with the second support column 11 by bolt, second
The surface of dagger 11 is equipped with anti-seismic spring 10 by limit element 4, and the bottom of the second support column 11 is equipped with by bolt
One support plate 9, the bottom of the first support plate 9 are welded with the first support column 3, and the surface of the first support column 3 is equipped with resetting spring
8, resetting spring 8 can also reset the height and position of plastic cement buffer body 6, the bottom of the first support column 3 while cushioning effect is played
Portion is equipped with buffer strip 7, and the inside of buffer strip 7 is equipped with polyurethane buffering block 16, it can be achieved that the effect of multi-buffer shock insulation,
The lower section of buffer strip 7 is equipped with memorial alloy steel body 2, and memorial alloy steel body 2 has memory function, after stress deformation, pressure
Unloading, memorial alloy steel body 2 can reset the ability to resile, play the role of reset, memorial alloy steel to whole device
2 lower section of body is equipped with lower pier body 1, and the both ends of memorial alloy steel body 2 generate connection by strengthening steel 14 and lower pier body 1, and strong
The surface for changing steel 14 is equipped with fastener 15, and the top of lower pier body 1 is provided with dashpot 19, and the inside of dashpot 19 is placed with
Bulky grain plastic block 20.While bulky grain plastic block 20 can buffer shock insulation, it can also increase lower pier body 1 and memorial alloy steel body 2
Between frictional force.
Operation principle：Skyscraper isolation structure is can be achieved into this, seismic bearing capacity is installed in skyscraper relatively
It is weak, may take the lead in earthquake damage position or floor, such as crossbeam, after installing, when an earthquake occurs, upper pier body 13 by
There is uncertainty in the impact of earthquake, the direction for the power being subjected to, when destructive power is transferred in upper pier body 13, upper pier body 13 contacts
Plastic cement buffer body 6 contact and transfer the power that pier body 13 is subjected to, due to plastic cement buffer body 6 be hemisphere, be subjected to it is multi-faceted
The power transmitted, during torque is transferred, plastic cement buffer body 6 itself offsets part of impact force, and its torque is passed to the
Two support plates 12, the second support plate 12 can suffer from parts transversely power, and cross force is transferred in 12 inner transverse of the second support plate, and
Passing to the /V pier 5 to its /V, the flexible material layer inside /V pier 5 counteracts cross force, and ensures structural stability,
Power is transferred from top to down by the second support plate 12, the variation of 11 esthesis of the second support column, and offsets part by anti-seismic spring 10
Power, surplus energy continue to transfer, and after surplus energy is reset spring 8 and the counteracting of buffer strip 7 respectively, surplus energy acts on memorial alloy steel body 2
On, slight deformation occurs for memorial alloy steel body 2, and part surplus energy can also be offset by the bulky grain plastic block 20 inside dashpot 19
It goes, when earthquake terminates, after seismic force is offset, memorial alloy steel body 2 starts to reset deformation, is repeatedly cycled with meeting the isolation structure
It uses, when by multiple seismic force, after fatigue deformation occurs for plastic cement buffer body 6, to ensure isolating affection, resetting spring 8 is can
Under the action of living spring limit element, by the first support plate of elastic force lifting 9, and then lifting plastic cement buffer body 6, realization are moulded
Glue buffer body 6 can still contact after deforming with upper pier body 13, and whole process while realizing multistage shock insulation, can ensure that device
It resets, ensures the using effect of total, more ensured the security of the lives and property of resident in skyscraper.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned exemplary embodiment, and
And in the case of the spirit or essential attributes without departing substantially from the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new
The scope of type is indicated by the appended claims rather than the foregoing description, it is intended that will fall containing in the equivalent requirements of the claims
All changes in justice and scope are embraced therein.Any reference numeral in claim should not be considered as limitation
Involved claim.
Claims (5)
1. a kind of achievable skyscraper isolation structure, special including lower pier body (1), upper pier body (13) and the first support plate (9)
Sign is：The internal top of the upper pier body (13) is equipped with fireprotection layer (18), the upper pier body below the fireprotection layer (18)
(13) it is internal that waterproof layer (22) is installed, sound-absorbing asbestos are installed inside the upper pier body (13) below the waterproof layer (22)
(21), the bottom of the upper pier body (13) is equipped with /V pier (5), and the inside of the /V pier (5) is equipped with flexible material layer
(17), the second support plate (12) is installed below upper pier body (13) on the inside of the /V pier (5), and the second support plate (12)
Two end surfaces are all contacted with /V pier (5) inner surface, and the bottom of second support plate (12) is equipped with second by bolt
Support column (11), the surface of second support column (11) are equipped with anti-seismic spring (10) by limit element (4), and described second
The bottom of support column (11) is equipped with the first support plate (9) by bolt, and the bottom of first support plate (9) is welded with first
Support column (3), the bottom of first support column (3) are equipped with buffer strip (7), note are equipped with below the buffer strip (7)
Recall alloy steel body (2), lower pier body (1) is installed below the memorial alloy steel body (2), the top of the lower pier body (1) is set
There is dashpot (19), the inside of the dashpot (19) is placed with bulky grain plastic block (20).
2. a kind of achievable skyscraper isolation structure according to claim 1, it is characterised in that：The memorial alloy steel
The both ends of body (2) generate connection by strengthening steel (14) and lower pier body (1), and the surface for strengthening steel (14) is equipped with fastening
Part (15).
3. a kind of achievable skyscraper isolation structure according to claim 1, it is characterised in that：Second support plate
(12) plastic cement buffer body (6) is installed, and plastic cement buffer body (6) is hemisphere at the top of.
4. a kind of achievable skyscraper isolation structure according to claim 1, it is characterised in that：The buffer strip (7)
Inside polyurethane buffering block (16) is installed.
5. a kind of achievable skyscraper isolation structure according to claim 1, it is characterised in that：First support column
(3) surface is equipped with resetting spring (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721324469.6U CN207436616U (en) | 2017-10-16 | 2017-10-16 | A kind of achievable skyscraper isolation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721324469.6U CN207436616U (en) | 2017-10-16 | 2017-10-16 | A kind of achievable skyscraper isolation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207436616U true CN207436616U (en) | 2018-06-01 |
Family
ID=62292270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721324469.6U Expired - Fee Related CN207436616U (en) | 2017-10-16 | 2017-10-16 | A kind of achievable skyscraper isolation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207436616U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847397A (en) * | 2019-11-28 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Passive house external wall insulation board |
| CN111218918A (en) * | 2018-11-24 | 2020-06-02 | 王全虎 | Novel spacing suppression area of gas shield dam |
| CN112018214A (en) * | 2020-08-05 | 2020-12-01 | 南通皋鑫科技开发有限公司 | Photovoltaic diode with 2.0-line diameter and processing die thereof |
-
2017
- 2017-10-16 CN CN201721324469.6U patent/CN207436616U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111218918A (en) * | 2018-11-24 | 2020-06-02 | 王全虎 | Novel spacing suppression area of gas shield dam |
| CN111218918B (en) * | 2018-11-24 | 2022-02-18 | 王全虎 | Air shield dam with limiting inhibition belt |
| CN110847397A (en) * | 2019-11-28 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Passive house external wall insulation board |
| CN112018214A (en) * | 2020-08-05 | 2020-12-01 | 南通皋鑫科技开发有限公司 | Photovoltaic diode with 2.0-line diameter and processing die thereof |
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Legal Events
| 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: 20180601 Termination date: 20181016 |
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| CF01 | Termination of patent right due to non-payment of annual fee |