CN208251322U - A kind of high-rise construction earthquake resistance support - Google Patents
A kind of high-rise construction earthquake resistance support Download PDFInfo
- Publication number
- CN208251322U CN208251322U CN201820473273.1U CN201820473273U CN208251322U CN 208251322 U CN208251322 U CN 208251322U CN 201820473273 U CN201820473273 U CN 201820473273U CN 208251322 U CN208251322 U CN 208251322U
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- Prior art keywords
- plate
- arc
- shock
- wall
- absorbing part
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Abstract
The utility model discloses a kind of high-rise construction earthquake resistance supports, including upper bracket plate, damping inner wall and shock mount shell, shock mount upper shell is equipped with upper bracket plate, the upper bracket plate upper end is equipped with embedded ribs, the upper bracket plate lower end is equipped with intermediate spherical plate, the intermediate spherical plate lower end is equipped with arc-shaped shock-absorbing part, arc-shaped shock-absorbing part lower end is equipped with lower end and is equipped with tetrachloro plate, the tetrachloro plate lower support plate, the lower support plate side is equipped with several hydraulic damping devices, the hydraulic damping device lower end is equipped with junction steel plate, the junction steel plate lower end is equipped with rubber layer, the rubber layer lower end is equipped with the first fixed plate, first fixed plate lower end is equipped with high molecular material bracket, the high molecular material pedestal lower end is equipped with the second fixed plate, tetrachloro plate under arc-shaped shock-absorbing part can be passed through by being provided with arc-shaped shock-absorbing part Tentatively mitigate to destroy caused by rocking up and down brought by earthquake with hydraulic damping device and reduces destructiveness.
Description
Technical field
The utility model relates to a kind of shock mounts, more particularly, to a kind of high-rise construction earthquake resistance support.
Background technique
Earthquake is the phenomenon that propagation that earth interior part sharply moves and occurs is vibrated.When violent earthquake is broken out, release
Huge seismic energy out causes the considerable damage of earth's surface and artificial engineering, seriously threatens people's life and property safety.And ground
Shake directly influences the unimpeded degree of lifeline during earthquake relief work to the destruction of bridge.Therefore, how skyscraper is improved
Shock resistance and reduce destruction of the earthquake to skyscraper, be particularly significant problem.
Utility model content
The technical problems to be solved in the utility model is to overcome existing defect, provides a kind of high-rise construction earthquake resistance support,
To solve the above problems.
To achieve the above object, the utility model provides the following technical solutions: a kind of high-rise construction earthquake resistance support, including upper
Support plate, damping inner wall and shock mount shell, shock mount upper shell are equipped with upper bracket plate, and the upper bracket plate upper end is set
There are embedded ribs, the upper bracket plate lower end is equipped with intermediate spherical plate, and the intermediate spherical plate lower end is equipped with arc-shaped shock-absorbing part, described
Arc-shaped shock-absorbing part lower end is equipped with lower end and is equipped with tetrachloro plate, the tetrachloro plate lower support plate, and the lower support plate side is equipped with several
A hydraulic damping device, the hydraulic damping device lower end are equipped with junction steel plate, and the junction steel plate lower end is equipped with rubber layer, institute
Rubber layer lower end is stated equipped with the first fixed plate, first fixed plate lower end is equipped with high molecular material bracket, the macromolecule material
Expect that pedestal lower end is equipped with the second fixed plate, second fixed plate lower end is equipped with damping inner wall, and damping inner wall lower end is equipped with
Steel ball, the steel ball side are equipped with yielding rubber block, and yielding rubber block upper end is equipped with spring steel plate, the spring steel plate one
Side is equipped with spring.
As a kind of optimal technical scheme of the utility model, the junction steel plate, rubber layer, high molecular material bracket,
Second fixed plate and the first fixed plate are respectively positioned on pars intramuralis in damping, and inlay and connect with damping inner wall.
As a kind of optimal technical scheme of the utility model, the spring steel plate, spring and yielding rubber block are respectively positioned on
Between damping inner wall and shock mount shell, and it is fixedly connected with shock mount shell.
As a kind of optimal technical scheme of the utility model, the steel ball is located at damping inner wall lower end center, and
Steel ball is surround by yielding rubber block.
As a kind of optimal technical scheme of the utility model, the hydraulic damping device and lower support plate with connect steel
Plate is fixedly connected.
As a kind of optimal technical scheme of the utility model, the arc-shaped shock-absorbing part, which is inlayed, is connected to upper bracket plate lower end
Center, and arc-shaped shock-absorbing part is fixedly connected with hydraulic damping device.
Compared with prior art, the utility model has the beneficial effects that this kind of multi-use architecture high level shock mount, passes through
Can tentatively it be mitigated brought by earthquake by tetrachloro plate under arc-shaped shock-absorbing part and hydraulic damping device provided with arc-shaped shock-absorbing part
Destroying caused by rocking up and down reduces destructiveness, can be again to upper and lower by being provided with rubber layer and high molecular material bracket
Vibration is buffered, and the destructiveness of earthquake generation is further decreased, and can be made in damping by being provided through provided with steel ball
Wall delays yielding rubber block, spring steel plate and spring to damping inner wall in shock mount interior of shell transverse shakiness
Punching, alleviates earthquake bring longitudinal direction destructive power, and structure is simple, easy to operate to play very big side to build high-rise damping
It helps.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is a kind of high-rise construction earthquake resistance bearing structure illustration described in the utility model；
In figure: 1, embedded ribs；2, upper bracket plate；3, arc-shaped shock-absorbing part；4, hydraulic damping device；5, junction steel plate；6, bullet
Property steel plate；7, spring；8, rubber layer；9, high molecular material bracket；10, damping inner wall；11, yielding rubber block；12, steel ball；13,
Second fixed plate；14, the first fixed plate；15, shock mount shell；16, lower support plate；17, tetrachloro plate；18, intermediate spherical plate.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, 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 embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Referring to Fig. 1, the utility model provides a kind of technical solution: a kind of high-rise construction earthquake resistance support, including upper bracket
Plate 2, damping inner wall 10 and shock mount shell 15,15 upper end of shock mount shell are equipped with upper bracket plate 2,2 upper end of upper bracket plate
Equipped with embedded ribs 1,2 lower end of upper bracket plate is equipped with intermediate spherical plate 18, and intermediate 18 lower end of spherical plate is equipped with arc-shaped shock-absorbing part 3, arc
3 lower end of shape shock absorber part is equipped with lower end and is equipped with tetrachloro plate 17,17 lower support plate 16 of tetrachloro plate, and 16 side of lower support plate is equipped with several
Hydraulic damping device 4,4 lower end of hydraulic damping device are equipped with junction steel plate 5, and 5 lower end of junction steel plate is equipped with rubber layer 8, rubber layer 8
Lower end is equipped with the first fixed plate 14, and 14 lower end of the first fixed plate is equipped with high molecular material bracket 9,9 lower end of high molecular material bracket
Equipped with the second fixed plate 13,13 lower end of the second fixed plate is equipped with damping inner wall 10, and 10 lower end of damping inner wall is equipped with steel ball 12, steel ball
12 sides are equipped with yielding rubber block 11, and 11 upper end of yielding rubber block is equipped with spring steel plate 6, and 6 side of spring steel plate is equipped with spring 7.
Junction steel plate 5, rubber layer 8, high molecular material bracket 9, the second fixed plate 13 and the first fixed plate 14 are respectively positioned on and subtract
It shakes inside inner wall 10, and inlays and connect with damping inner wall 10, spring steel plate 6, spring 7 and yielding rubber block 11 are respectively positioned in damping
It between wall 10 and shock mount shell 15, and is fixedly connected with shock mount shell 15, steel ball 12 is located at 10 lower end of damping inner wall
Center, and steel ball 12 is surround by yielding rubber block 11, hydraulic damping device 4 and lower support plate 16 with junction steel plate 5
It is fixedly connected, arc-shaped shock-absorbing part 3, which is inlayed, is connected to 2 lower end center of upper bracket plate, and arc-shaped shock-absorbing part 3 and hydraulic shock-absorption fill
4 are set to be fixedly connected.
Concrete principle: in use, by the embedment building of embedded ribs 1, being embedded to ground for shock mount shell 15, when earthquake is sent out
When raw, longitudinally seismic wave impacts upper bracket plate 2 first, and upper bracket plate 2 is conducted power to the arc of lower section by intermediate spherical plate 18
Shape shock absorber part 3, arc-shaped shock-absorbing part 3 are tentatively mitigated on brought by earthquake by the tetrachloro plate 17 and hydraulic damping device 4 of lower section
Under rock caused by destroy reduce destructiveness, remaining longitudinal impact force, by junction steel plate 5 by rubber layer 8 and macromolecule
Stock support 9 can again buffer vertical tremor, and steel ball 12 can make damping inner wall 10 in shock mount shell 15
Portion's transverse shakiness reduces the impact of collision of earthquake, while yielding rubber block 11 being made to reduce the rushing to shock mount shell 15 of steel ball 12
It hits, spring steel plate 6 and spring 7 reduce impact of the damping inner wall 10 to shock mount shell 15, and it is longitudinal to alleviate earthquake bring
Destructive power.
This kind of multi-use architecture high level shock mount can pass through arc-shaped shock-absorbing part 3 by being provided with arc-shaped shock-absorbing part 3
Destroying caused by rocking up and down brought by lower tetrachloro plate 17 and the tentatively mitigation earthquake of hydraulic damping device 4 reduces destructiveness,
Vertical tremor can be buffered again by being provided with rubber layer 8 and high molecular material bracket 9, further decrease earthquake production
Raw destructiveness can make damping inner wall 10 in 15 inner transverse of shock mount shell by being provided through provided with steel ball 12
It shakes, while buffers yielding rubber block 11, spring steel plate 6 and spring 7 to damping inner wall 10, alleviate earthquake bring
Longitudinal destructive power, structure is simple, easy to operate to play very big help to build high-rise damping.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (6)
1. a kind of high-rise construction earthquake resistance support, including upper bracket plate (2), damping inner wall (10) and shock mount shell (15),
It is characterized in that, shock mount shell (15) upper end is equipped with upper bracket plate (2), and upper bracket plate (2) upper end is equipped with embedded ribs
(1), upper bracket plate (2) lower end is equipped with intermediate spherical plate (18), and intermediate spherical plate (18) lower end is equipped with arc-shaped shock-absorbing
Part (3), arc-shaped shock-absorbing part (3) lower end are equipped with tetrachloro plate (17), and tetrachloro plate (17) lower end is equipped with lower support plate (16),
Lower support plate (16) side is equipped with several hydraulic damping devices (4), and hydraulic damping device (4) lower end is equipped with connection
Steel plate (5), junction steel plate (5) lower end are equipped with rubber layer (8), and rubber layer (8) lower end is equipped with the first fixed plate (14),
First fixed plate (14) lower end is equipped with high molecular material bracket (9), and high molecular material bracket (9) lower end is equipped with second
Fixed plate (13), the second fixed plate (13) lower end are equipped with damping inner wall (10), and damping inner wall (10) lower end is equipped with steel
Pearl (12), steel ball (12) side are equipped with yielding rubber block (11), and yielding rubber block (11) upper end is equipped with spring steel plate
(6), spring steel plate (6) side is equipped with spring (7).
2. a kind of high-rise construction earthquake resistance support according to claim 1, which is characterized in that the junction steel plate (5), rubber
Layer (8), high molecular material bracket (9), the second fixed plate (13) and the first fixed plate (14) are respectively positioned on damping inner wall (10) inside,
And it inlays and connect with damping inner wall (10).
3. a kind of high-rise construction earthquake resistance support according to claim 1, which is characterized in that the spring steel plate (6), spring
(7) be respectively positioned between damping inner wall (10) and shock mount shell (15) with yielding rubber block (11), and with shock mount shell
(15) it is fixedly connected.
4. a kind of high-rise construction earthquake resistance support according to claim 1, which is characterized in that the steel ball (12) is located at damping
Inner wall (10) lower end center, and steel ball (12) is surround by yielding rubber block (11).
5. a kind of high-rise construction earthquake resistance support according to claim 1, which is characterized in that the hydraulic damping device (4)
It is fixedly connected with junction steel plate (5) with lower support plate (16).
6. a kind of high-rise construction earthquake resistance support according to claim 1, which is characterized in that arc-shaped shock-absorbing part (3) edge
It is embedding to be connected to upper bracket plate (2) lower end center, and arc-shaped shock-absorbing part (3) is fixedly connected with hydraulic damping device (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820473273.1U CN208251322U (en) | 2018-04-03 | 2018-04-03 | A kind of high-rise construction earthquake resistance support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820473273.1U CN208251322U (en) | 2018-04-03 | 2018-04-03 | A kind of high-rise construction earthquake resistance support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208251322U true CN208251322U (en) | 2018-12-18 |
Family
ID=64639377
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820473273.1U Expired - Fee Related CN208251322U (en) | 2018-04-03 | 2018-04-03 | A kind of high-rise construction earthquake resistance support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208251322U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110588466A (en) * | 2019-10-12 | 2019-12-20 | 团团网约车(杭州)有限公司 | Vehicle-mounted safety seat |
| CN112267374A (en) * | 2020-10-29 | 2021-01-26 | 南京工业职业技术大学 | Damping support for bridge construction |
| CN114658278A (en) * | 2022-05-23 | 2022-06-24 | 中国建筑第六工程局有限公司 | High-bearing-capacity vibration-damping noise-reducing support for building structure |
-
2018
- 2018-04-03 CN CN201820473273.1U patent/CN208251322U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110588466A (en) * | 2019-10-12 | 2019-12-20 | 团团网约车(杭州)有限公司 | Vehicle-mounted safety seat |
| CN110588466B (en) * | 2019-10-12 | 2020-07-28 | 杭州联周科技有限公司 | Vehicle-mounted safety seat |
| CN112267374A (en) * | 2020-10-29 | 2021-01-26 | 南京工业职业技术大学 | Damping support for bridge construction |
| CN114658278A (en) * | 2022-05-23 | 2022-06-24 | 中国建筑第六工程局有限公司 | High-bearing-capacity vibration-damping noise-reducing support for building structure |
| CN114658278B (en) * | 2022-05-23 | 2022-08-23 | 中国建筑第六工程局有限公司 | High-bearing-capacity vibration-damping noise-reducing support for building structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181218 Termination date: 20200403 |