CN204533988U - A kind of slippage compound power consumption vibration isolation support pedestal - Google Patents
A kind of slippage compound power consumption vibration isolation support pedestal Download PDFInfo
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- CN204533988U CN204533988U CN201520176668.1U CN201520176668U CN204533988U CN 204533988 U CN204533988 U CN 204533988U CN 201520176668 U CN201520176668 U CN 201520176668U CN 204533988 U CN204533988 U CN 204533988U
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- rubber pad
- nitrile rubber
- slippage
- power consumption
- glide lamella
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Abstract
The utility model discloses a kind of slippage compound power consumption vibration isolation support pedestal, comprise glide lamella, nitrile rubber pad, mounting base and built-in board, glide lamella comprises top plate, la m and bottom plate, below the bottom plate of glide lamella, nitrile rubber pad is set, nitrile rubber pad is arranged on mounting base, the surrounding of the bottom plate of glide lamella is all fixed on mounting base by limiting board, and nitrile rubber pad is clamped between the bottom plate and mounting base of glide lamella, mounting base is arranged on built-in board, a kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, there is multiple slippage compound power consumption vibration insulation structure, simple and light, utilize this slippage compound power consumption vibration isolation support pedestal just effectively can play vibration isolating effect, prevent earthquake, the vibration that itself vibrates equipment and external environment produce is to the infringement of Architectural Equipment, and a friction environment or micro-vibration environment can be provided for Architectural Equipment.
Description
Technical field
The utility model belongs to the vibration isolation field of Architectural Equipment, is specifically related to a kind of slippage compound power consumption vibration isolation support pedestal.
Background technique
Current big-and-middle-sized Architectural Equipment lacks vibration insulation structure, when there is earthquake, Architectural Equipment can be made to produce vibration, and in addition, the many vibratory equipments in big-and-middle-sized Architectural Equipment also can bring great vibrations, extraneous other factors also can make Architectural Equipment itself produce vibration, on the one hand, these vibrations are large to the damage comparison of Architectural Equipment, affect the life-span of Architectural Equipment, on the other hand, many big-and-middle-sized Architectural Equipments itself need a friction environment or micro-vibration environment.
Model utility content
In order to solve the problem, the utility model provides a kind of slippage compound power consumption vibration isolation support pedestal, comprise glide lamella, nitrile rubber pad, mounting base and built-in board, glide lamella comprises top plate, la m and bottom plate, the top plate of glide lamella places Architectural Equipment, and by High-strength anchor bolt and nut, glide lamella and Architectural Equipment are fixed together, below the bottom plate of glide lamella, nitrile rubber pad is set, nitrile rubber pad is arranged on mounting base, the surrounding of the bottom plate of glide lamella is all fixed on mounting base by limiting board, and nitrile rubber pad is clamped between the bottom plate and mounting base of glide lamella, described limiting board is provided with stiffening rib, mounting base is arranged on built-in board, under built-in board partly or entirely can be embedded in ground, limiting board, mounting base and built-in board are fixed together by High-strength anchor bolt and nut.
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein the la m of glide lamella is made up of steel plate and Teflon plate, and steel plate and the Teflon plate of la m are alternately arranged.
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein nitrile butadiene rubber is paid somebody's debt and expected repayment later and is provided with four through positioning holes, and positioning hole can be used to the High-strength anchor bolt holding fixing glide lamella and Architectural Equipment.
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein nitrile rubber pad inside is provided with lead for retractable pencil layer further, and lead for retractable pencil layer is provided with multilayer.
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein High-strength anchor bolt is inverted installation between glide lamella and Architectural Equipment, the head of High-strength anchor bolt is positioned in the positioning hole of nitrile rubber pad, and nut is positioned at the top of the top plate of glide lamella, and bolt hole is long perforate on the top of the top plate of glide lamella, bolt hole is circle perforate in the bottom of the bottom plate of glide lamella and just coordinates with High-strength anchor bolt.
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, High-strength anchor bolt is at described limiting board, just put installation between mounting base and built-in board, the head of High-strength anchor bolt is positioned at the top of limiting board, and nut is positioned at the bottom of built-in board, and bolt hole is long perforate on the top of limiting board, bolt hole is circle perforate in the bottom of built-in board and just coordinates with High-strength anchor bolt.
In a kind of slippage compound power consumption vibration isolation support pedestal embodiment disclosed in the utility model, the length of nitrile rubber pad is L, and wide is W, and height is H, and in vertical direction, the distance at positioning hole and nitrile rubber pad edge is d
1, the width of positioning hole is d
2, the distance between two positioning holes is d
3, in a lateral direction, the distance at positioning hole and nitrile rubber pad edge is d
4, the distance between two positioning holes is d
5, the radius of curvature of positioning hole is R, and wherein, L is 420mm, W be 300mm, H is 80mm, d
1for 50mm, d
2for 100mm, d
3for 120mm, d
4for 100mm, d
5for 100mm, R are 32mm, the longitudinal compression amount allowable strain 0 ~ 12mm of nitrile rubber pad, its lateral compression amount allows ± 30mm.
In a kind of slippage compound power consumption vibration isolation support pedestal another one embodiment disclosed in the utility model, the length of nitrile rubber pad is L, and wide is W, and height is H, and in vertical direction, the distance at positioning hole and nitrile rubber pad edge is d
1, the width of positioning hole is d
2, the distance between two positioning holes is d
3, in a lateral direction, the distance at positioning hole and nitrile rubber pad edge is d
4, the distance between two positioning holes is d
5, the radius of curvature of positioning hole is R, and wherein, L is 420mm, W be 330mm, H is 80mm, d
1for 50mm, d
2for 100mm, d
3for 120mm, d
4for 100mm, d
5for 130mm, R are 32mm, the longitudinal compression amount allowable strain 0 ~ 12mm of described nitrile rubber pad, its lateral compression amount allows ± 30mm.
Beneficial effect
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, there is multiple slippage compound power consumption vibration insulation structure, simple and light, utilize this slippage compound power consumption vibration isolation support pedestal just effectively can play vibration isolating effect, prevent earthquake, vibration that itself vibrates equipment and external environment produce to the infringement of Architectural Equipment, and can provide a friction environment or micro-vibration environment for Architectural Equipment.
Accompanying drawing explanation
Fig. 1 is the perspective view of a kind of slippage compound power consumption vibration isolation support pedestal.
Fig. 2 is the perspective cross-sectional view of a kind of slippage compound power consumption vibration isolation support pedestal.
Fig. 3 is the longitudinal section perspective view of a kind of slippage compound power consumption vibration isolation support pedestal.
Fig. 4 is the design parameter schematic diagram of the nitrile rubber pad of a kind of slippage compound power consumption vibration isolation support pedestal.
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, but not as to restriction of the present utility model.
Fig. 1 is the perspective view of a kind of slippage compound power consumption vibration isolation support pedestal, Fig. 2 is the perspective cross-sectional view of a kind of slippage compound power consumption vibration isolation support pedestal, Fig. 3 is the longitudinal section perspective view of a kind of slippage compound power consumption vibration isolation support pedestal, as Fig. 1, shown in Fig. 2 and Fig. 3, the utility model provides a kind of slippage compound power consumption vibration isolation support pedestal, comprise glide lamella (01), nitrile rubber pad (02), mounting base (03) and built-in board (04), glide lamella (01) comprises top plate (05), la m (06) and bottom plate (07), the top plate (05) of glide lamella (01) places Architectural Equipment (08), and by High-strength anchor bolt (09) and nut (10), glide lamella (01) and Architectural Equipment (08) are fixed together, the bottom plate (06) of glide lamella (01) arranges nitrile rubber pad (02) below, nitrile rubber pad (02) is arranged on mounting base (03), the surrounding of the bottom plate (07) of glide lamella (01) is all fixed on mounting base (03) by limiting board (11), and nitrile rubber pad (02) is clamped between the bottom plate (06) and mounting base (03) of glide lamella (01), described limiting board is provided with stiffening rib (17), mounting base (03) is arranged on built-in board (04), under built-in board (04) partly or entirely can be embedded in ground, limiting board (11), mounting base (03) and built-in board (04) are fixed together by High-strength anchor bolt (09) and nut (10).
As depicted in figs. 1 and 2, a kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein the la m (06) of glide lamella (01) is made up of steel plate (12) and Teflon plate (13), and steel plate (12) and the Teflon plate (13) of la m (06) are alternately arranged.
As shown in Figures 2 and 3, a kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein nitrile rubber pad (02) is also provided with four through positioning holes (14), and positioning hole (14) can be used to the High-strength anchor bolt (09) holding fixing glide lamella (01) and Architectural Equipment (08).
As shown in Figure 2, a kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein nitrile rubber pad (02) inside is provided with lead for retractable pencil layer (15) further, and lead for retractable pencil layer (15) is provided with multilayer.
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, wherein High-strength anchor bolt (09) is inverted installation between glide lamella (01) and Architectural Equipment (08), the positioning hole (14) that the head of High-strength anchor bolt (09) is positioned at nitrile rubber pad (02) is inner, and nut (10) is positioned at the top of the top plate (05) of glide lamella (01), as shown in Figure 2, and bolt hole is long perforate (16) on the top of the top plate of glide lamella, as shown in Figure 1, bolt hole is circle perforate in the bottom of the bottom plate (07) of glide lamella (01) and just coordinates (not shown) with High-strength anchor bolt (09).
A kind of slippage compound power consumption vibration isolation support pedestal disclosed in the utility model, High-strength anchor bolt (09) is in described limiting board (11), just installation is put between mounting base (03) and built-in board (04), the head of High-strength anchor bolt (09) is positioned at the top of limiting board (11), and nut (10) is positioned at the bottom of built-in board (04), as shown in Figure 2, and bolt hole is long perforate (16) on the top of limiting board (11), as shown in Figure 1, bolt hole is circle perforate in the bottom of built-in board (04) and just coordinates (not shown) with High-strength anchor bolt (09).
Fig. 4 is the design parameter schematic diagram of the nitrile rubber pad of a kind of slippage compound power consumption vibration isolation support pedestal, as shown in Figure 4, in a kind of slippage compound power consumption vibration isolation support pedestal embodiment disclosed in the utility model, the length of nitrile rubber pad (02) is L, wide is W, height is H, and in vertical direction, positioning hole (14) is d with the distance at nitrile rubber pad (02) edge
1, the width of positioning hole (14) is d
2, the distance between two positioning holes (14) is d
3, in a lateral direction, positioning hole (14) is d with the distance at nitrile rubber pad (02) edge
4, the distance between two positioning holes (14) is d
5, the radius of curvature of positioning hole (14) is R, and wherein, L is 420mm, W be 300mm, H be 80mm, d1 is 50mm, d
2for 100mm, d
3for 120mm, d
4for 100mm, d
5for 100mm, R are 32mm, the longitudinal compression amount allowable strain 0 ~ 12mm of nitrile rubber pad (02), its lateral compression amount allows ± 30mm.
As shown in Figure 4, in a kind of slippage compound power consumption vibration isolation support pedestal another one embodiment disclosed in the utility model, the length of nitrile rubber pad (02) is L, wide is W, height is H, in vertical direction, positioning hole (14) is d with the distance at nitrile rubber pad (02) edge
1, the width of positioning hole (14) is d
2, the distance between two positioning holes (14) is d
3, in a lateral direction, positioning hole (14) is d with the distance at nitrile rubber pad (02) edge
4, the distance between two positioning holes (14) is d
5, the radius of curvature of positioning hole (14) is R, and wherein, L is 420mm, W be 330mm, H is 80mm, d
1for 50mm, d
2for 100mm, d
3for 120mm, d
4for 100mm, d
5for 130mm, R are 32mm, the longitudinal compression amount allowable strain 0 ~ 12mm of described nitrile rubber pad (02), its lateral compression amount allows ± 30mm.
The above is only the utility model preferably mode of execution, not does any pro forma restriction to the technical solution of the utility model.Everyly according to technical spirit of the present utility model, any simple modification is done to above embodiment, variation and modification, all fall into protection domain of the present utility model.
Claims (8)
1. a slippage compound power consumption vibration isolation support pedestal, comprise glide lamella, nitrile rubber pad, mounting base and built-in board, described glide lamella comprises top plate, la m and bottom plate, the top plate of described glide lamella places Architectural Equipment, and by High-strength anchor bolt and nut, described glide lamella and Architectural Equipment are fixed together, below the bottom plate of described glide lamella, nitrile rubber pad is set, described nitrile rubber pad is arranged on described mounting base, the surrounding of the bottom plate of described glide lamella is all fixed on mounting base by limiting board, and described nitrile rubber pad is clamped between the bottom plate and mounting base of described glide lamella, described limiting board is provided with stiffening rib, described mounting base is arranged on described built-in board, under described built-in board partly or entirely can be embedded in ground, described limiting board, described mounting base and described built-in board are fixed together by High-strength anchor bolt and nut.
2. a kind of slippage compound power consumption vibration isolation support pedestal according to claim 1, it is characterized in that: the la m of described glide lamella is made up of steel plate and Teflon plate, steel plate and the Teflon plate of described la m are alternately arranged.
3. a kind of slippage compound power consumption vibration isolation support pedestal according to claim 1, it is characterized in that: described nitrile butadiene rubber is paid somebody's debt and expected repayment later and is provided with four through positioning holes, described positioning hole can be used to the High-strength anchor bolt holding fixing described glide lamella and Architectural Equipment.
4. a kind of slippage compound power consumption vibration isolation support pedestal according to claim 1, it is characterized in that: described nitrile rubber pad inside is provided with lead for retractable pencil layer further, described lead for retractable pencil layer is provided with multilayer.
5. a kind of slippage compound power consumption vibration isolation support pedestal according to claim 1, it is characterized in that: described High-strength anchor bolt is inverted installation between described glide lamella and described Architectural Equipment, the head of described High-strength anchor bolt is positioned in the positioning hole of described nitrile rubber pad, and nut is positioned at the top of the top plate of described glide lamella, and bolt hole is long perforate on the top of the top plate of described glide lamella, described bolt hole is circle perforate in the bottom of the bottom plate of described glide lamella and just coordinates with High-strength anchor bolt.
6. a kind of slippage compound power consumption vibration isolation support pedestal according to claim 1, it is characterized in that: described High-strength anchor bolt is at described limiting board, just put installation between described mounting base and described built-in board, the head of described High-strength anchor bolt is positioned at the top of described limiting board, and nut is positioned at the bottom of described built-in board, and bolt hole is long perforate on the top of described limiting board, described bolt hole is circle perforate in the bottom of described built-in board and just coordinates with High-strength anchor bolt.
7. a kind of slippage compound power consumption vibration isolation support pedestal according to claim 3, it is characterized in that: the length of described nitrile rubber pad is L, wide is W, and height is H, and in vertical direction, the distance at described positioning hole and described nitrile rubber pad edge is d
1, the width of described positioning hole is d
2, the distance between described two positioning holes is d
3, in a lateral direction, the distance at described positioning hole and described nitrile rubber pad edge is d
4, the distance between described two positioning holes is d
5, the radius of curvature of described positioning hole is R, and wherein, L is 420mm, W be 300mm, H is 80mm, d
1for 50mm, d
2for 100mm, d
3for 120mm, d
4for 100mm, d
5for 100mm, R are 32mm, the longitudinal compression amount allowable strain 0 ~ 12mm of described nitrile rubber pad, its lateral compression amount allows ± 30mm.
8. a kind of slippage compound power consumption vibration isolation support pedestal according to claim 3, it is characterized in that: the length of described nitrile rubber pad is L, wide is W, and height is H, and in vertical direction, the distance at described positioning hole and described nitrile rubber pad edge is d
1, the width of described positioning hole is d
2, the distance between described two positioning holes is d
3, in a lateral direction, the distance at described positioning hole and described nitrile rubber pad edge is d
4, the distance between described two positioning holes is d
5, the radius of curvature of described positioning hole is R, and wherein, L is 420mm, W be 330mm, H is 80mm, d
1for 50mm, d
2for 100mm, d
3for 120mm, d
4for 100mm, d
5for 130mm, R are 32mm, the longitudinal compression amount allowable strain 0 ~ 12mm of described nitrile rubber pad, its lateral compression amount allows ± 30mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520176668.1U CN204533988U (en) | 2015-03-27 | 2015-03-27 | A kind of slippage compound power consumption vibration isolation support pedestal |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520176668.1U CN204533988U (en) | 2015-03-27 | 2015-03-27 | A kind of slippage compound power consumption vibration isolation support pedestal |
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| CN204533988U true CN204533988U (en) | 2015-08-05 |
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| CN201520176668.1U Active CN204533988U (en) | 2015-03-27 | 2015-03-27 | A kind of slippage compound power consumption vibration isolation support pedestal |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887662A (en) * | 2016-06-03 | 2016-08-24 | 芜湖众源复合新材料有限公司 | Bridge cushion pad embedded installation seat |
| CN105887663A (en) * | 2016-06-11 | 2016-08-24 | 芜湖众源复合新材料有限公司 | Bridge cushion pad embedded installation seat machining method |
| CN106593057A (en) * | 2016-12-15 | 2017-04-26 | 中国机械工业集团有限公司 | Building and equipment vibration control method based on layered energy consumption |
| CN108612962A (en) * | 2018-05-20 | 2018-10-02 | 苏州固特斯电子科技有限公司 | A kind of precision instrument damping base |
| CN109322954A (en) * | 2018-11-29 | 2019-02-12 | 北京强度环境研究所 | A kind of three-dimensional vibration damping impact-reducing integrated apparatus and its application method |
| CN111981080A (en) * | 2019-05-24 | 2020-11-24 | 北京自动化控制设备研究所 | Double-layer vibration isolation device |
| CN112460188A (en) * | 2020-10-27 | 2021-03-09 | 佛山市华道超精科技有限公司 | Base structure for suppressing vibration of high-speed equipment |
-
2015
- 2015-03-27 CN CN201520176668.1U patent/CN204533988U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887662A (en) * | 2016-06-03 | 2016-08-24 | 芜湖众源复合新材料有限公司 | Bridge cushion pad embedded installation seat |
| CN105887662B (en) * | 2016-06-03 | 2018-05-15 | 安徽巢湖南方膜业有限责任公司 | A kind of pre-buried mounting base of bridge cushion pad |
| CN105887663A (en) * | 2016-06-11 | 2016-08-24 | 芜湖众源复合新材料有限公司 | Bridge cushion pad embedded installation seat machining method |
| CN105887663B (en) * | 2016-06-11 | 2018-05-15 | 安徽巢湖南方膜业有限责任公司 | A kind of pre-buried installation seat processing method of bridge cushion pad |
| CN106593057A (en) * | 2016-12-15 | 2017-04-26 | 中国机械工业集团有限公司 | Building and equipment vibration control method based on layered energy consumption |
| CN106593057B (en) * | 2016-12-15 | 2019-03-05 | 中国机械工业集团有限公司 | A kind of building and equipment vibration control method based on level energy consumption |
| CN108612962A (en) * | 2018-05-20 | 2018-10-02 | 苏州固特斯电子科技有限公司 | A kind of precision instrument damping base |
| CN109322954A (en) * | 2018-11-29 | 2019-02-12 | 北京强度环境研究所 | A kind of three-dimensional vibration damping impact-reducing integrated apparatus and its application method |
| CN111981080A (en) * | 2019-05-24 | 2020-11-24 | 北京自动化控制设备研究所 | Double-layer vibration isolation device |
| CN112460188A (en) * | 2020-10-27 | 2021-03-09 | 佛山市华道超精科技有限公司 | Base structure for suppressing vibration of high-speed equipment |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Linglong Tiandi building, NO.160, North West Fourth Ring Road, Haidian District, Beijing, 100142 Patentee after: CHINA ELECTRONICS ENGINEERING DESIGN INSTITUTE Co.,Ltd. Address before: Linglong Tiandi building, NO.160, North West Fourth Ring Road, Haidian District, Beijing, 100142 Patentee before: CHINA ELECTRONICS ENGINEERING DESIGN INSTITUTE |
|
| CP01 | Change in the name or title of a patent holder |