CN202850208U - Shock insulation rigid sliding plate support seat - Google Patents
Shock insulation rigid sliding plate support seat Download PDFInfo
- Publication number
- CN202850208U CN202850208U CN 201220468090 CN201220468090U CN202850208U CN 202850208 U CN202850208 U CN 202850208U CN 201220468090 CN201220468090 CN 201220468090 CN 201220468090 U CN201220468090 U CN 201220468090U CN 202850208 U CN202850208 U CN 202850208U
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- China
- Prior art keywords
- plate
- shock insulation
- sliding bearing
- steel plate
- sliding plate
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- 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)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a shock insulation rigid sliding plate support seat. The shock insulation rigid sliding plate support seat comprises a sliding plate, a transitional plate, a stainless steel plate and a lower steel plate, wherein the stainless steel plate is fixedly connected with the lower steel plate, the sliding plate is arranged on the upper surface of the stainless steel plate and is used for sliding along any direction which is on the same level with the stainless steel plate, and the transitional plate is fixedly connected on the sliding plate. According to the shock insulation rigid sliding plate support seat, external structures on and below the shock insulation rigid sliding plate support seat are enabled to have relative displacement along with the free sliding of the sliding plate, so the earthquake response of a shock insulation structure is effectively reduced, and the earthquake-proof property of a building is improved.
Description
Technical field
The utility model relates to a kind of sliding bearing, particularly relates to a kind of shock insulation rigidity sliding bearing.
Background technology
In building was built, shockproof was a very important aspect, came temporarily in earthquake disaster, and the shockproof properties quality of building directly concerns people's the security of the lives and property.During general building was built, connections because all structures all are fixed can't be subjected to displacement when suffering earthquake, so act on architecturally in the huge energy of earthquake, the structure of fixing can suffer serious destruction.
The utility model content
The technical problems to be solved in the utility model is that all structures all are fixedly connected with in the building in order to overcome in the prior art, the defective of relative displacement can't occur, a kind of shock insulation rigidity sliding bearing is provided, so that be positioned at that this shock insulation rigidity sliding bearing external structure up and down can be with slide plate be free to slide the generation relative displacement, thereby effectively reduce the earthquake response of isolation structure, improve the shockproof properties of building.
The utility model solves above-mentioned technical problem by following technical proposals:
A kind of shock insulation rigidity sliding bearing, comprise a slide plate, a rebound, a corrosion resistant plate and a lower steel plate, wherein this corrosion resistant plate is fixedly connected on this lower steel plate, this slide plate is located at the upper surface of this corrosion resistant plate, be used for any one party of edge and this corrosion resistant plate level to slip, this rebound is fixedly connected on the top of this slide plate.
The soffit of this slide plate is close to the upper surface of this corrosion resistant plate, and this slide plate is fixed in the direction perpendicular to this corrosion resistant plate, can be free to slide at any direction of level in this corrosion resistant plate.It will be appreciated by those skilled in the art that to be free to slide the force of sliding friction that refers between this slide plate and this corrosion resistant plate minimum, can ignore with respect to other stress.
Preferably, this slide plate adopts polytetrafluoroethylmaterial material.Polytetrafluoroethylene (PTFE) is a kind of artificial synthesized polymer material that has used fluorine to replace all hydrogen atoms in the polyethylene.The friction factor of polytetrafluoroethylene (PTFE) is extremely low, and its surface tension is minimum in the solid material simultaneously, does not adhere to any material.This is so that adopt the slide plate of polytetrafluoroethylene (PTFE) to keep extremely low friction factor in the long-term process of using.
Preferably, this rebound is steel plate.
Preferably, this steel plate adopts the Q235A material.Wherein the Q235A material is the carbon steel that meets a kind of material standard.
Preferably, the edge of this rebound is provided with some heavy limits, and this slide plate is fixed in these some heavy limits.
Preferably, described shock insulation rigidity sliding bearing also comprises at least one top junction plate and at least one bottom junction plate, this at least one top junction plate is used for the external structure part of this rebound with this shock insulation rigidity sliding bearing top is fixedly connected with, and this at least one bottom junction plate is used for the external structure part of this lower steel plate with this shock insulation rigidity sliding bearing below is fixedly connected with.
Positive progressive effect of the present utility model is: this shock insulation rigidity sliding bearing of the present utility model, can be free to slide between the corrosion resistant plate of slide plate and slide plate below, and effectively reduce the earthquake response of isolation structure, simultaneously simple in structure, with low cost.
Description of drawings
Fig. 1 is the scheme of installation of the shock insulation rigidity sliding bearing of the utility model one preferred embodiment.
Fig. 2 is the A section enlarged drawing of the shock insulation rigidity sliding bearing of the utility model one preferred embodiment.
The specific embodiment
Provide the utility model preferred embodiment below in conjunction with accompanying drawing, to describe the technical solution of the utility model in detail.
With reference to shown in Figure 1, the shock insulation rigidity sliding bearing 1 in the present embodiment is installed in the building basic unit.This shock insulation rigidity sliding bearing 1 is fixedly mounted on the embedded board 4.This shock insulation rigidity sliding bearing 1 also is fixedly connected with the top board 3 of its top simultaneously, and pre-buried rod 2 is fixedly connected with on this top board 3 and one.
Upward pre-buried rod 2, this top board 3 and this time embedded board 4 all belong to the external structure part.Wherein should upper pre-buried rod 2 and this time embedded board 4 all be built-in fittings, and built-in fitting be along with in the building operations for providing support to follow-up construction or connecting practicality.The use of built-in fitting belongs to existing routine techniques means in building operations, does not repeat them here.Shock insulation rigidity sliding bearing 1 in the present embodiment is mounted on the said external structural member.The utility model does not limit the shape and structure of external structure part, and external structure part shown in Figure 1 is only for illustrating.
A section has comprised this shock insulation rigidity sliding bearing 1 among Fig. 1, is illustrated in figure 2 as A section enlarged drawing.As shown in Figure 2, this shock insulation rigidity sliding bearing in the present embodiment, comprise a slide plate 12, a rebound 11, a corrosion resistant plate 13 and a lower steel plate 15, wherein this corrosion resistant plate 13 is fixedly connected on this lower steel plate 15, this slide plate 12 is located at the upper surface of this corrosion resistant plate 13, be used for any one party of edge and these corrosion resistant plate 13 levels to slip, this rebound 11 is fixedly connected on the top of this slide plate 12.
The soffit of this slide plate 12 is close to the upper surface of this corrosion resistant plate 13, and this slide plate 12 is fixed in the direction perpendicular to this corrosion resistant plate 13, can be free to slide at any direction of level in this corrosion resistant plate 13.This corrosion resistant plate 13 is fixedly connected on this lower steel plate 15, and this rebound 11 is fixedly connected with this top board 3.Understandable, along with being free to slide of this slide plate 12, relative displacement also can occur with other external structure parts that are fixedly connected on this lower steel plate 15 in other external structure parts that are fixedly connected on this top board 3.In a preferred embodiment, this rebound 11 is the steel plate of Q235A carbon steel for a kind of material.
For so that the force of sliding friction of this slide plate 12 is less, this slide plate 12 can adopt polytetrafluoroethylmaterial material.The friction factor of polytetrafluoroethylene (PTFE) is extremely low.This rebound 11 can adopt stainless steel material, is provided with some heavy limits 110 at the edge of this rebound 11, and this slide plate 12 is fixed in these some heavy limits 110.Utilizing these some heavy limits 110 to fix this slide plate 12 need not to increase securing member or this slide plate 12 is reprocessed.This slide plate 12 need to have extremely low friction factor, and adopts securing member or the fixing planeness that can affect these slide plate 12 surfaces of other modes, causes friction factor to increase.
In a preferred embodiment, this shock insulation rigidity sliding bearing 1 also comprises a top junction plate 14, is used for this rebound 11 is fixedly connected with this top board 3, further strengthens the firm degree that this shock insulation rigidity sliding bearing 1 is connected with the external structure part.Hold intelligibly, in the situation that some need further to reinforce, also can adopt a plurality of tops junction plate to be fixed.Similar with this top junction plate 14, the bottom junction plate can be fixedly connected with to strengthen the intensity that it is connected with this lower steel plate 15 from the side with this corrosion resistant plate 13.
Although more than described the specific embodiment of the present utility model, it will be understood by those of skill in the art that these only illustrate, protection domain of the present utility model is limited by appended claims.Those skilled in the art can make various changes or modifications to these embodiments under the prerequisite that does not deviate from principle of the present utility model and essence, but these changes and modification all fall into protection domain of the present utility model.
Claims (6)
1. shock insulation rigidity sliding bearing, it is characterized in that, it comprises a slide plate, a rebound, a corrosion resistant plate and a lower steel plate, wherein this corrosion resistant plate is fixedly connected on this lower steel plate, this slide plate is located at the upper surface of this corrosion resistant plate, be used for any one party of edge and this corrosion resistant plate level to slip, this rebound is fixedly connected on the top of this slide plate.
2. shock insulation rigidity sliding bearing as claimed in claim 1 is characterized in that, this slide plate adopts polytetrafluoroethylmaterial material.
3. shock insulation rigidity sliding bearing as claimed in claim 1 is characterized in that, this rebound is steel plate.
4. shock insulation rigidity sliding bearing as claimed in claim 3 is characterized in that, this steel plate adopts the Q235A material.
5. shock insulation rigidity sliding bearing as claimed in claim 1 is characterized in that, the edge of this rebound is provided with some heavy limits, and this slide plate is fixed in these some heavy limits.
6. shock insulation rigidity sliding bearing as claimed in claim 1, it is characterized in that, described shock insulation rigidity sliding bearing also comprises at least one top junction plate and at least one bottom junction plate, this at least one top junction plate is used for the external structure part of this rebound with this shock insulation rigidity sliding bearing top is fixedly connected with, and this at least one bottom junction plate is used for the external structure part of this lower steel plate with this shock insulation rigidity sliding bearing below is fixedly connected with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220468090 CN202850208U (en) | 2012-09-13 | 2012-09-13 | Shock insulation rigid sliding plate support seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220468090 CN202850208U (en) | 2012-09-13 | 2012-09-13 | Shock insulation rigid sliding plate support seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202850208U true CN202850208U (en) | 2013-04-03 |
Family
ID=47981421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220468090 Expired - Fee Related CN202850208U (en) | 2012-09-13 | 2012-09-13 | Shock insulation rigid sliding plate support seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202850208U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625581A (en) * | 2014-10-28 | 2016-06-01 | 五冶集团上海有限公司 | Bearer for gliding reticulated shell |
-
2012
- 2012-09-13 CN CN 201220468090 patent/CN202850208U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625581A (en) * | 2014-10-28 | 2016-06-01 | 五冶集团上海有限公司 | Bearer for gliding reticulated shell |
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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: 20130403 Termination date: 20200913 |