CN205776783U - A kind of shock isolating pedestal - Google Patents
A kind of shock isolating pedestal Download PDFInfo
- Publication number
- CN205776783U CN205776783U CN201620647010.9U CN201620647010U CN205776783U CN 205776783 U CN205776783 U CN 205776783U CN 201620647010 U CN201620647010 U CN 201620647010U CN 205776783 U CN205776783 U CN 205776783U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- platform
- base
- plate
- isolating pedestal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a kind of shock isolating pedestal, it includes the base of level, base is provided with the first platform, first platform is provided with the second platform, first platform, second platform and base composition step structure, second platform is fixedly installed bottom steel plate, it is positioned at bottom steel plate and is arranged over top steel plate, multiple horizontal rubber slabs vertically it is provided with between top steel plate and bottom steel plate, bottom steel plate is connected by many compressor wires with vertically extending with top steel plate, the compressor wire of many vertical extensions from top to bottom passes each rubber slab to be in series by rubber slab, multiple square receiving chamber is isolated between horizontal rubber slab and compressor wire, each receiving intracavity is filled with flexible foam plate.By arranging multiple flexible foam plate in interlayer, to absorb vertical energy in vibrations, by arranging the base of phenolic materials, can significantly absorb vibration energy, reduce the damage of top-out.
Description
Technical field
This utility model belongs to building engineering field assembly, be specifically designed a kind of novel have high anti-seismic usefulness
Shock isolating pedestal.
Background technology
Earthquake is made up of with vertical seismic action horizontal earthquake, comes according to current research, and the energy of horizontal earthquake is long-range
In the energy of vertical seismic action, there is the destruction of a lot of buildings to be mainly and caused by horizontal earthquake, and exactly
On the contrary, the destruction of building is mainly caused by vertical seismic action.
And resist vertical seismic action and how to avoid earth shock to be delivered to house firstly the need of solution, ensure that face, residence is propped up again
Support house.
Utility model content
This utility model aims to provide one, and it achieves how to provide has high anti-seismic usefulness and ensure again to have good
The shock isolating pedestal of supporting construction, enhancing level vertically equalizes anti-pull ability.
The technical scheme provided by reaching above-mentioned purpose is: provide a kind of shock isolating pedestal, and it includes the base of level,
Base is provided with the first platform, the first platform is provided with the second platform, the first platform, the second platform and base composition ladder
Shape structure, is fixedly installed bottom steel plate on the second platform, is positioned at bottom steel plate and is arranged over top steel plate, is positioned at top steel
Multiple horizontal rubber slabs, bottom steel plate and top steel plate vertically it is provided with by many with vertically between plate and bottom steel plate
The compressor wire extended is connected, and the compressor wire of many vertical extensions from top to bottom passes each rubber slab with by rubber
Plate is in series, and isolates multiple square receiving chamber between horizontal rubber slab and compressor wire, and each receiving intracavity fills
Full flexible foam plate.
Further, it is positioned on the second platform and is respectively provided on two sides with an energy-absorbing steel plate vertically extended at bottom steel plate, inhale
Energy steel plate is contour with top steel plate.
Further, each energy-absorbing steel plate is connected with top steel plate by a mild steel.
Further, described top steel plate and bottom steel plate are all square plate.
Further, described base is hard phenolic foam board.
This utility model is compared relative to prior art and is had the advantages that
By arranging multiple flexible foam plate in interlayer, to absorb vertical energy in vibrations.
By arranging the base of phenolic materials, to ensure to be spaced with support platform on ground, can significantly inhale
Receive vibration energy, reduce the damage of top-out.
Accompanying drawing explanation
Fig. 1 is this utility model front view；
Fig. 2 is this utility model horizontal rubber slab structure chart；
Fig. 3 is prestressing force energy-absorbing steel plate, rubber slab and the structural representation in receiving chamber thereof at top；
Reference in figure is: base the 1, first platform the 2, second platform 9, bottom steel plate 3, energy-absorbing steel plate 4, prestressing force
Steel wire 5, horizontal rubber slab 6, receiving chamber 56, top steel plate 7, mild steel 8.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further details:
As shown in Figure 1, it is provided that a kind of shock isolating pedestal, it includes the base of level, is provided with the first platform on base,
Being provided with the second platform on the first platform, the first platform, the second platform and base form step structure, solid on the second platform
Surely it is provided with bottom steel plate, is positioned at bottom steel plate and is arranged over top steel plate, along perpendicular between top steel plate and bottom steel plate
Nogata is connected by many compressor wires with vertically extending to being provided with multiple horizontal rubber slabs, bottom steel plate and top steel plate
Connect, the compressor wire of many vertical extensions from top to bottom through each rubber slab so that rubber slab is in series, horizontal rubber
Isolating multiple square receiving chamber between plate and compressor wire, each receiving intracavity is filled with flexible foam plate, is positioned at
Being respectively provided on two sides with an energy-absorbing steel plate vertically extended at bottom steel plate on two platforms, energy-absorbing steel plate is contour with top steel plate, often
Individual energy-absorbing steel plate all passes through a mild steel and is connected with top steel plate.
Described top steel plate and bottom steel plate are all square plate.
Described compressor wire is multiple row arrangement, and each column is straight line, how is square distribution with compressor wire.
Described base is hard phenolic foam board.
Mechanism is used to be described further this utility model below according to accompanying drawing:
When there is earthquake, base is that hard phenolic foam board can separate bottom surface vibrations, and energy-absorbing steel plate and top
Mild steel between steel plate can effectively absorb horizontal vibrating, and the flexible foam plate between horizontal cystosepiment can effectively absorb perpendicular
Straight vibrations.
Claims (5)
1. a shock isolating pedestal, it is characterised in that: include the base (1) of level, base (1) is provided with the first platform (2),
First platform (2) is provided with the second platform (9), and the first platform (2), the second platform (9) and base (1) form step structure,
Second platform (9) is fixedly installed bottom steel plate (3), is positioned at bottom steel plate (3) and is arranged over top steel plate (7), be positioned at
Multiple horizontal rubber slabs (6), bottom steel plate (3) and top vertically it is provided with between top steel plate (7) and bottom steel plate (3)
Portion's steel plate (7) by how is connected with the compressor wires (5) vertically extended, the compressor wire (5) of many vertical extensions by
Through each rubber slab so that rubber slab is in series under up to, isolate between horizontal rubber slab (6) and compressor wire (5)
Multiple square receiving chambeies (56), are filled with flexible foam plate in each receiving chamber (56).
A kind of shock isolating pedestal the most according to claim 1, it is characterised in that: it is positioned on the second platform (9) at bottom steel plate
(3) being respectively provided on two sides with an energy-absorbing steel plate (4) vertically extended, energy-absorbing steel plate (4) is contour with top steel plate (7).
A kind of shock isolating pedestal the most according to claim 2, it is characterised in that: each energy-absorbing steel plate (4) passes through a mild steel
(8) it is connected with top steel plate.
A kind of shock isolating pedestal the most according to claim 1, it is characterised in that: described top steel plate (7) and bottom steel plate
(3) it is all square plate.
A kind of shock isolating pedestal the most according to claim 1, it is characterised in that: described base (1) is hard phenol formaldehyde foam
Plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620647010.9U CN205776783U (en) | 2016-06-27 | 2016-06-27 | A kind of shock isolating pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620647010.9U CN205776783U (en) | 2016-06-27 | 2016-06-27 | A kind of shock isolating pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776783U true CN205776783U (en) | 2016-12-07 |
Family
ID=58127454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620647010.9U Expired - Fee Related CN205776783U (en) | 2016-06-27 | 2016-06-27 | A kind of shock isolating pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205776783U (en) |
-
2016
- 2016-06-27 CN CN201620647010.9U patent/CN205776783U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161207 Termination date: 20170627 |