CN202658718U - Anti-pulling and pressing shock insulation support - Google Patents
Anti-pulling and pressing shock insulation support Download PDFInfo
- Publication number
- CN202658718U CN202658718U CN 201220213534 CN201220213534U CN202658718U CN 202658718 U CN202658718 U CN 202658718U CN 201220213534 CN201220213534 CN 201220213534 CN 201220213534 U CN201220213534 U CN 201220213534U CN 202658718 U CN202658718 U CN 202658718U
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- China
- Prior art keywords
- plate
- middle steel
- steel plate
- hook
- lower seat
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- Expired - Fee Related
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Abstract
The utility model provides an anti-pulling and pressing shock insulation support which comprises an upper seat plate, a middle steel plate and a lower seat plate. An upper groove type guide hook is arranged at the bottom of the upper seat plate, and a lower groove type guide hook is arranged on the top of the lower seat plate. An X-direction flange and a Y-direction flange are arranged on the middle steel plate, wherein the X-direction flange is buckled with the upper groove type guide hook, and the Y-direction flange is buckled with the lower groove type guide hook. The anti-pulling and pressing shock insulation support is provided with sufficient vertical bearing capability, and simultaneously achieves motion in the level direction, consumes energy delivered to buildings from an earthquake, is stable in performance, high in aging-resisting performance, long in service life, low in cost, and high in cost performance.
Description
Technical field:
The utility model relates to a kind of shock isolating pedestal, particularly be a kind of building Anti-pull-press shock isolating pedestal.
Background technology:
Shock isolating pedestal is a kind of energy-dissipating and shock-absorbing (shaking) technology for the building structure bottom that developed in the last few years; be characterized in effectively cutting off horizontal earthquake action power and be passed to superstructure through the basis, reduce the horizontal vibration of superstructure thereby effectively protected superstructure with this.At present use maximum shock insulation rubber bearings at building field, namely by multi-layer thin steel plate and sheet rubber be superimposed through heat cure form and therein heart hole be pressed into lead for retractable pencil, reach the effect of shock insulation power consumption.Yet shock insulation rubber bearing is having obvious deficiency aspect the vertical stretching resistance, particularly can't solve the problem of vertical stretching resistance in highrise building uses.
The utility model content:
The purpose of this utility model is for a kind of enough vertical bearing capacities that has being provided, can realizing that horizontal direction moves the energy that also can consume earthquake and pass to building, the Anti-pull-press shock isolating pedestal of stable performance simultaneously.
The purpose of this utility model is achieved like this:
The utility model Anti-pull-press shock isolating pedestal, comprise upper base plate, middle steel plate, lower seat board, upper grooved guiding hook is arranged at the upper base plate bottom, lower grooved guiding hook is arranged at lower seat board top, have on the middle steel plate respectively with upper base plate on upper grooved guiding fastened with hook the X-direction flange, with lower seat board on the Y-direction flange of lower grooved guiding fastened with hook.
The first corrosion resistant plate, the first polyfluortetraethylene plate are housed respectively on above-mentioned upper base plate and the middle steel plate opposite position, the second corrosion resistant plate, the second polyfluortetraethylene plate are housed respectively on lower seat board and the middle steel plate opposite position.
The position of the first above-mentioned polyfluortetraethylene plate and/or the relative middle steel plate of the second polyfluortetraethylene plate is compounded with rubber layer, vertical good damping effect.
The utility model upper base plate bottom has upper grooved guiding hook, lower seat board top to adopt time grooved guiding hook, have respectively on the middle steel plate and upper grooved guiding is linked up with, lower grooved leads fastened with hook X-direction flange, Y-direction flange, play anti-vertical drawing effect; The first corrosion resistant plate is housed on the upper base plate, on the corresponding middle steel plate the first polyfluortetraethylene plate is arranged with it, descend equally the second corrosion resistant plate is arranged on the seat board, on the middle steel plate of correspondence the second polyfluortetraethylene plate arranged with it.Polyfluortetraethylene plate and corrosion resistant plate form friction pair, when earthquake is arrived, realize that horizontal plane XY direction moves and consume the energy that earthquake passes to building.The utility model stable performance, ageing resistace is good, long service life, cost is low, and cost performance is high, can be mass-produced, and is suitable for especially middle and high layer building.
Description of drawings:
Fig. 1 is the utility model structural representation.
Fig. 2 is the A section enlarged drawing of Fig. 1.
Fig. 3 is the left view of Fig. 1.
Fig. 4 is upper and lower seat board and middle steel plate separation graph.
Fig. 5 is another structural representation of the utility model.
Fig. 6 is the B section enlarged drawing among Fig. 5.
The specific embodiment:
Embodiment 1:
Referring to Fig. 1~Fig. 4, present embodiment Anti-pull-press shock isolating pedestal comprises upper base plate 1, middle steel plate 2, lower seat board 3.Upper grooved guiding hook 4 is arranged at the upper base plate bottom.Lower grooved guiding hook 5 is arranged at lower seat board top.Have on the middle steel plate respectively with upper base plate on upper grooved fastened with hook X-direction flange 6, with lower seat board on the Y-direction flange 7 of lower grooved guiding fastened with hook.The first corrosion resistant plate 8, the first polyfluortetraethylene plate 9 are housed respectively on upper base plate and the middle steel plate opposite position.The second corrosion resistant plate 10, the second polyfluortetraethylene plate 11 are housed respectively on lower seat board and the middle steel plate opposite position.
Embodiment 2:
Referring to Fig. 5, Fig. 6, present embodiment 2 basic with embodiment 1 with, not existing together is to be compounded with rubber layer 12 bottom the first polyfluortetraethylene plate.
Claims (3)
1. Anti-pull-press shock isolating pedestal, it is characterized in that comprising upper base plate, middle steel plate, lower seat board, upper grooved guiding hook is arranged at the upper base plate bottom, lower grooved guiding hook is arranged at lower seat board top, have on the middle steel plate respectively with upper base plate on upper grooved guiding fastened with hook the X-direction flange, with lower seat board on the Y-direction flange of lower grooved guiding fastened with hook.
2. Anti-pull-press shock isolating pedestal as claimed in claim 1, it is characterized in that the first corrosion resistant plate, the first polyfluortetraethylene plate are housed respectively on upper base plate and the middle steel plate opposite position, the second corrosion resistant plate, the second polyfluortetraethylene plate are housed respectively on lower seat board and the middle steel plate opposite position.
3. Anti-pull-press shock isolating pedestal as claimed in claim 2 is characterized in that the position of the first polyfluortetraethylene plate and/or the relative middle steel plate of the second polyfluortetraethylene plate is compounded with rubber layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220213534 CN202658718U (en) | 2012-05-14 | 2012-05-14 | Anti-pulling and pressing shock insulation support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220213534 CN202658718U (en) | 2012-05-14 | 2012-05-14 | Anti-pulling and pressing shock insulation support |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202658718U true CN202658718U (en) | 2013-01-09 |
Family
ID=47453632
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220213534 Expired - Fee Related CN202658718U (en) | 2012-05-14 | 2012-05-14 | Anti-pulling and pressing shock insulation support |
Country Status (1)
Country | Link |
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CN (1) | CN202658718U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103104031A (en) * | 2013-02-25 | 2013-05-15 | 成都宝路通桥梁科技有限公司 | Tension-compression-resistant shock insulation support |
-
2012
- 2012-05-14 CN CN 201220213534 patent/CN202658718U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103104031A (en) * | 2013-02-25 | 2013-05-15 | 成都宝路通桥梁科技有限公司 | Tension-compression-resistant shock insulation support |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130109 Termination date: 20140514 |