CN201241398Y - Shock insulation supporting pad - Google Patents
Shock insulation supporting pad Download PDFInfo
- Publication number
- CN201241398Y CN201241398Y CNU2008201028451U CN200820102845U CN201241398Y CN 201241398 Y CN201241398 Y CN 201241398Y CN U2008201028451 U CNU2008201028451 U CN U2008201028451U CN 200820102845 U CN200820102845 U CN 200820102845U CN 201241398 Y CN201241398 Y CN 201241398Y
- Authority
- CN
- China
- Prior art keywords
- metal plate
- supporting
- stainless steel
- steel metal
- rubber
- 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
Links
Images
Abstract
The utility model discloses a shock insulation supporting pad which is composed of a supporting base, a mirror surface stainless steel plate, a supporting interface Teflon, a supporting convex steel plate, a rubber pad, a confining rubber support base and an upper supporting cover board; a sphere concave surface is formed at the upper side of the supporting base; the mirror surface stainless steel plate is a mirror surface stainless steel plate which is provided with a sphere surface, the sphere surface of the mirror surface stainless steel plate and the sphere concave surface of the supporting base are arranged in a corresponding way; the supporting interface Teflon is arranged on the mirror surface stainless steel plate; the supporting convex steel plate is fixedly arranged on the supporting interface Teflon; the rubber pad is arranged on the supporting convex steel plate; the confining rubber support base is arranged at the outside of the rubber pad; the upper supporting cover board is arranged on the confining rubber support base. The structure of the pad can effectively develop shock insulation, can ensure the safety of building structure body and protect the security of family lives.
Description
Technical field
The utility model relates to a kind of shock insulation support pads, be to be used in to be used as structure shock insulation supporting use on the shock isolation system, it is arranged between building and the base foundation, can support the weight of building, can isolate face of land vibration energy again and be uploaded to building, destroyed by seismic forces to prevent building.
Background technology
When earthquake takes place, because successional vibrations, the energy constantly is additional on the fabric structure thing, if during the structural strength of building deficiency itself, causes building to wreck in earthquake easily, and people's property property produced injury greatly, especially the many areas of China are in the frequent area of earth plate activity, and the earthquake frequency is a lot, therefore, bestowing the vibration energy of building during how with earthquake and isolated, is the world trends of the following structural safety of people.
First kind of known shock insulation support pads is the plumbous heart support pads (as shown in Figure 6) of rubber, comprise relative base 80 and footstock 81, this footstock 81 is located under the building, base 80 is located on the base foundation, locate vertically to be provided with a plumbous heart 82 between base 80 and the footstock 81 in the central, these several pieces steel metal plates 83 of lead heart 82 arranged outside, 83 of each steel metal plates and outside coating rubber layer 84, but it but has following defective:
The plumbous heart support pads of this rubber is product bulky not only, the expense height, and, the comparatively numerous and diverse inconvenience of installation steps when mounted.
Second kind of known shock insulation support pads is unidirectional or two-way planar slide formula brace type (as shown in Figure 7), it comprises base 90, form groove on base 90, this inside grooves is provided with rubber pad 91, and piston 92 is set on the rubber pad 91, be provided with packing ring 96 between piston 92 edges and the base 90, establish teflon layer 93 on the piston 92, establish stainless steel metal plate 94 on the teflon layer 93, establish footstock 95 on the stainless steel metal plate 94, this footstock 95 is located at the building downside, and 90 of bases are arranged on the base foundation upside.
But the shortcoming of this sliding support formula structure is: comparatively economical though the volume of this product is thinner,, when base foundation had depression or tilts, the works of support was easy to generate skew, slides.
The third known shock insulation support pads is two sphere frictional resistance type support pads (as shown in Figure 8), it comprises lower support base steel metal plate 97 and upper branching holder steel metal plate 98, concave shape spherical in shape above the metal plate of lower support base steel metal plate 97, concave shape spherical in shape below the metal plate of upper branching holder steel metal plate 98, between last lower support metal plate, establish a biconvex pressure-bearing interface steel metal plate 99 in addition, and corresponding with last concave surface, it has following shortcoming:
One, friction factor is higher because of interface abrasion degree variability;
Two, bispherical cost of manufacture is higher.
Therefore, the practicality of above-mentioned known structure is not good, and necessity of being improved is arranged in fact.
In view of this, the inventor sets about researching and developing, and in the hope of solving the variety of issue that above-mentioned conventional construction is produced in use, through constantly test and effort, develops this case utility model finally.
The utility model content
The purpose of this utility model is to provide a kind of shock insulation support pads, with effective performance isolating affection, guarantees the safety of fabric structure body, safeguards the safety of people's family background.
To achieve these goals, solution of the present utility model is:
A kind of shock insulation support pads encloses the bundle branch bearing and upper support lid metal plate is formed by supporting base, mirror face stainless steel metal plate, abutment face Teflon, supporting male steel metal plate, rubber pad, rubber;
Supporting base, upside are formed with spherical concave surface;
The mirror face stainless steel metal plate is one to have the stainless steel mirror metal metal plate of spherical, the corresponding setting mutually of the spherical concave surface of the spherical of mirror face stainless steel metal plate and supporting base;
The abutment face Teflon is arranged on the mirror face stainless steel metal plate;
Supporting male steel metal plate is fixedly installed on the abutment face Teflon;
Rubber pad is located on the supporting male steel metal plate;
Rubber encloses the bundle branch bearing, is arranged on the rubber pad outside;
Upper support lid metal plate is located at rubber and encloses on the bundle branch bearing.
Described supporting male steel metal plate downside has spherical convex surface, and this sphere convex surface is corresponding mutually with the spherical of mirror face stainless steel metal plate.
Be provided with PLASTIC LAMINATED between described upper support lid metal plate and the supporting base.
After adopting said structure, the utility model is the structure supporting that is applied on the shock isolation system, is arranged on desire and isolates and be subjected between the building and base foundation of seismic forces, but be both level of isolation seismic forcess, can support the support pads of building again.
The utility model can obtain concrete effect to be promoted:
One, have high vertical stiffness (enclosing bundle, indeformable entirely), weight capacity is strong, can support the weight in building, and effectively brings into play isolating affection, to guarantee the safety of fabric structure body, safeguards the safety of people's family background;
Two, support pads very thin thickness is easy to fire prevention;
Three, the coefficient of friction resistance is minimum, and isolating affection is good;
Four, employed component number is few, and cost is not high, can reach the purpose of cost of manufacture economy;
Five, when base foundation produces depression or tilts, because of supporting base has spherical concave, so automatic generation stable equilibrium's effect is arranged;
Six, installation is the simplest and easy;
Seven, in the time of differential settlement being arranged in the building, carry out the adjustment of height.
Description of drawings
Fig. 1 is a stereo appearance figure of the present utility model;
Fig. 2 is a section of structure of the present utility model;
Fig. 3 is a part section enlarged drawing of the present utility model;
Fig. 4 is a profile of the present utility model;
Fig. 5 is another profile of the present utility model;
Fig. 6 is the stereo appearance figure of first kind of known structure;
Fig. 7 is the sectional drawing of second kind of known structure;
Fig. 8 is the sectional drawing of the third known structure.
The critical element label declaration
10 supporting bases, 11 spherical concave surfaces
20 mirror face stainless steel metal plates, 21 sphericals
30 abutment face Teflons
40 supporting male steel metal plates, 41 spherical convex surfaces
50 rubber pads
60 rubber enclose the bundle branch bearing
70 upper support lid metal plate, 71 PLASTIC LAMINATED
80 bases, 81 footstocks
The 82 plumbous heart 83 steel metal plates
84 rubber layers
90 bases, 91 rubber pads
92 pistons, 93 teflon layers
94 stainless steel metal plates, 95 footstocks
96 packing rings, 97 lower support base steel metal plates
98 upper branching holder steel metal plates
99 biconvex pressure-bearing interface steel metal plates
The specific embodiment
Please extremely shown in Figure 4 referring to Fig. 1, the utility model is a kind of shock insulation support pads, mainly is to enclose bundle branch bearing 60 and upper support lid metal plate 70 etc. with supporting base 10, mirror face stainless steel metal plate 20, abutment face Teflon 30, supporting male steel metal plate 40, rubber pad 50, rubber to be formed.
Be provided with supporting base 10 in the bottom, its upside is formed with spherical concave surface 11, and it is to be used to be connected base foundation, and is arranged on the base foundation;
Mirror face stainless steel metal plate 20 is one to have the stainless steel mirror metal metal plate of spherical 21, and two sphericals 21,11 are corresponding mutually the setting;
Abutment face Teflon 30 is arranged on the mirror face stainless steel metal plate 20, can provide the shock insulation support pads to have the boundary layer of high-bearing, the low coefficient of friction resistance;
Supporting male steel metal plate 40 is fixedly installed on the abutment face Teflon 30, has spherical convex surface 41 at supporting male steel metal plate 40 downsides, and this convex surface 41 is corresponding mutually with spherical 21, can make Teflon can evenly transmit the carrying contact surface and press;
As shown in Figure 5, be the pattern of another kind of interface Teflon increasing;
Rubber encloses bundle branch bearing 60, is arranged on rubber pad 50 outsides, is used to improve the weight of supporting structure, but and the balanced support pad in the process of shock insulation motion or the tilt phenomenon that produced when having of base foundation;
Upper support lid metal plate 70, being located at rubber encloses on the bundle branch bearing 60, be used to be connected the weight of the whole fabric structure body in supporting top, and cover metal plate 70 when not parallel, can make the face pressure of abutment face Teflon 30 still can keep uniform state when supporting base 10 and upper support.
In the utility model, between upper support lid metal plate 70 and supporting base 10, be provided with PLASTIC LAMINATED 71, it has suitable dustproof, waterproof action respectively.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is done any pro forma restriction; those of ordinary skill under any in the technical field; if in the scope that does not break away from technical characterictic that the utility model is carried; utilize technology contents that the utility model discloses to do the local equivalent embodiment that changes or modify, and do not break away from technical characterictic content of the present utility model, all still belong to protection domain of the present utility model.
Claims (3)
1, a kind of shock insulation support pads is characterized in that: enclose the bundle branch bearing and upper support lid metal plate is formed by supporting base, mirror face stainless steel metal plate, abutment face Teflon, supporting male steel metal plate, rubber pad, rubber;
Supporting base, upside are formed with spherical concave surface;
The mirror face stainless steel metal plate is one to have the stainless steel mirror metal metal plate of spherical, the corresponding setting mutually of the spherical concave surface of the spherical of mirror face stainless steel metal plate and supporting base;
The abutment face Teflon is arranged on the mirror face stainless steel metal plate;
Supporting male steel metal plate is fixedly installed on the abutment face Teflon;
Rubber pad is located on the supporting male steel metal plate;
Rubber encloses the bundle branch bearing, is arranged on the rubber pad outside;
Upper support lid metal plate is located at rubber and encloses on the bundle branch bearing.
2, a kind of shock insulation supporting base as claimed in claim 1 is characterized in that: have spherical convex surface at supporting male steel metal plate downside, this sphere convex surface is corresponding mutually with the spherical of mirror face stainless steel metal plate.
3, a kind of shock insulation supporting base as claimed in claim 1 is characterized in that: be provided with PLASTIC LAMINATED between upper support lid metal plate and supporting base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201028451U CN201241398Y (en) | 2008-06-26 | 2008-06-26 | Shock insulation supporting pad |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201028451U CN201241398Y (en) | 2008-06-26 | 2008-06-26 | Shock insulation supporting pad |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201241398Y true CN201241398Y (en) | 2009-05-20 |
Family
ID=40714693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201028451U Expired - Fee Related CN201241398Y (en) | 2008-06-26 | 2008-06-26 | Shock insulation supporting pad |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201241398Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155048A (en) * | 2011-02-22 | 2011-08-17 | 卫龙武 | Mirror surface skidding and earthquake isolating support saddle for building |
| CN103510633A (en) * | 2012-06-26 | 2014-01-15 | 蔡崇兴 | Supporting cushion capable of being cooled |
| TWI557298B (en) * | 2012-06-14 | 2016-11-11 | Chong-Shien Tsai | Can prevent the temperature rise of the support pad |
| TWI679330B (en) * | 2014-03-28 | 2019-12-11 | 日商普利司通股份有限公司 | Seismic vibration control device |
-
2008
- 2008-06-26 CN CNU2008201028451U patent/CN201241398Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155048A (en) * | 2011-02-22 | 2011-08-17 | 卫龙武 | Mirror surface skidding and earthquake isolating support saddle for building |
| CN102155048B (en) * | 2011-02-22 | 2012-06-20 | 卫龙武 | Mirror surface skidding and earthquake isolating support saddle for building |
| TWI557298B (en) * | 2012-06-14 | 2016-11-11 | Chong-Shien Tsai | Can prevent the temperature rise of the support pad |
| CN103510633A (en) * | 2012-06-26 | 2014-01-15 | 蔡崇兴 | Supporting cushion capable of being cooled |
| CN103510633B (en) * | 2012-06-26 | 2015-07-15 | 蔡崇兴 | Supporting cushion capable of being cooled |
| TWI679330B (en) * | 2014-03-28 | 2019-12-11 | 日商普利司通股份有限公司 | Seismic vibration control device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201241398Y (en) | Shock insulation supporting pad | |
| CN201901843U (en) | Pulling-resistant type triple-friction swinging type shock insulation support | |
| CA2418150A1 (en) | Improvement in the structure of an anti-shock device | |
| CN207376445U (en) | A kind of damping damps pot rubber bearing | |
| CN205775821U (en) | A kind of limit-type rubber earthquake isolation support | |
| CN205152781U (en) | Antitorque support | |
| CN103255850A (en) | Mass particle-tuning type round-bottom all-direction quake damper | |
| CN101705656B (en) | Long-span bridge three-sphere frictional sliding shock isolation support saddle | |
| CN108489693B (en) | Assembled model soil box for simulating viscoelastic boundary | |
| JP2013122313A (en) | Seismic isolation bearing | |
| CN105350678B (en) | A kind of novel tri-dimensional shock-insulating device with larger vertical Static stiffness | |
| CN109898681A (en) | A kind of high-bearing capacity tension energy consumption earthquake isolating equipment | |
| CN108179817A (en) | A kind of multiple friction-pendulum shock-insulation support for becoming friction | |
| CN103946468A (en) | Seismic dissipation module made up of compression-resistant spheres immersed in a variable low density material | |
| CN110029736B (en) | Special-shaped three-dimensional shock insulation support | |
| CN110258812A (en) | A kind of high-bearing capacity tension energy consumption earthquake isolating equipment in multiple adjustable sliding face | |
| CN104643741A (en) | Suspension-type free standing object three-dimensional shock isolation device | |
| Fujita | Seismic isolation of civil buildings in Japan | |
| CN203066244U (en) | Tensile, crush resistance and seismic isolation supporting base | |
| CN204456491U (en) | Viscoelastic damping rolling ball isolation bearing | |
| CN202791205U (en) | Two-dimensional motion supporting platform | |
| CN210686805U (en) | Novel shock insulation square plate device | |
| CN2431333Y (en) | Dissipative vibration isolation device for building | |
| CN206828952U (en) | A kind of steel damps horizontal vibration absorption and isolation support | |
| CN206397236U (en) | A kind of Low rigidity multiple dimension shock-proof device |
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 |
Granted publication date: 20090520 Termination date: 20140626 |
|
| EXPY | Termination of patent right or utility model |