CN202731400U - Closed tower damping base - Google Patents
Closed tower damping base Download PDFInfo
- Publication number
- CN202731400U CN202731400U CN 201220436446 CN201220436446U CN202731400U CN 202731400 U CN202731400 U CN 202731400U CN 201220436446 CN201220436446 CN 201220436446 CN 201220436446 U CN201220436446 U CN 201220436446U CN 202731400 U CN202731400 U CN 202731400U
- Authority
- CN
- China
- Prior art keywords
- closed tower
- damping base
- rubber pad
- rubber mat
- tower
- 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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Abstract
The utility model discloses a closed tower damping base. The closed tower damping base comprises two steel plates, wherein a rubber mat is arranged between the two steel plates, and the two steel plates are fixedly connected with the rubber mat through foundation bolts. By adoption of the technical scheme, the rubber mat is arranged between the two steel plate to buffer impact force from external equipment to a closed tower, so that damages caused by rigid contact of the closed tower and the base are avoided, and the service life of the closed tower is prolonged; and a spring is poured in the rubber mat, so that elasticity of the rubber mat is further increased, and the closed tower is effectively prevented from being damaged by the external force.
Description
Technical field
The utility model relates to a kind of enclosed tower, relates in particular to a kind of enclosed tower damping base.
Background technology
At present, the enclosed tower all is common mounting structure, and the enclosed tower fixes on the ground by steel plate, is rigidly connected the antidetonation shock attenuation weak effect between enclosed tower and the ground; The impulse force that the equipment that is used with cooling tower produces damages the enclosed tower easily, reduces the result of use of enclosed tower, reduces the application life of enclosed tower.
Summary of the invention
Problem to be solved in the utility model is for overcoming above-mentioned technological deficiency, provides a kind of and improves enclosed tower long service life, reduces external equipment to the enclosed tower damping base of the impact force of enclosed tower.
In order to address the above problem, the utility model by the following technical solutions:
A kind of enclosed tower damping base comprises steel plate, and described steel plate is two, is provided with rubber pad between described two block plates, is fixedly connected with by stone bolt between described two block plates and the rubber pad.
Below be further improvement of the utility model:
Be cast with the spring of some vertical settings in the described rubber pad, described stone bolt passes spring and is fixedly connected with two block plates.
Further improve:
The thickness of described two block plates is respectively 16mm, and the thickness of described rubber pad is 50mm.
The utility model adopts such scheme, is provided with rubber pad between two block plates, and the available buffer external equipment avoids the enclosed tower to contact the infringement that causes with the base rigidity to the impact force of enclosed tower, has improved the application life of enclosed tower; The cast spring can further increase the elasticity of rubber pad in rubber pad, and more effective protection enclosed tower is not damaged by external force.
The utility model is described in further detail below in conjunction with drawings and Examples.
Description of drawings
Accompanying drawing 1 is the structural representation of the utility model embodiment;
Accompanying drawing 2 is the top view of accompanying drawing 1.
Among the figure: the 1-stone bolt; The 2-steel plate; The 3-rubber pad; The 4-spring.
The specific embodiment
Embodiment, shown in Fig. 1, accompanying drawing 2, a kind of enclosed tower damping base comprises steel plate 2, described steel plate 2 is two, is provided with rubber pad 3 between described two block plates 2, is fixedly connected with by stone bolt 1 between described two block plates 2 and the rubber pad 3.
Be cast with the spring 4 of some vertical settings in the described rubber pad 3, described stone bolt 1 passes spring 4 and is fixedly connected with two block plates 2.
The thickness of described two block plates 2 is respectively 16mm, and the thickness of described rubber pad 3 is 50mm.
Be provided with rubber pad 3 between two block plates 2, the available buffer external equipment avoids the enclosed tower to contact the infringement that causes with the base rigidity to the impact force that the enclosed tower causes, and improves the application life of enclosed tower; Can further increase the elasticity of rubber pad 3 at rubber pad 3 interior cast springs 4, more effective protection enclosed tower is not damaged by external force.
Claims (3)
1. enclosed tower damping base, comprise steel plate (2), it is characterized in that: described steel plate (2) is two, is provided with rubber pad (3) between described two block plates (2), is fixedly connected with by stone bolt (1) between described two block plates (2) and the rubber pad (3).
2. a kind of enclosed tower damping base according to claim 1, it is characterized in that: be cast with the spring (4) of some vertical settings in the rubber pad (3), described stone bolt (1) passes spring (4) and is fixedly connected with two block plates (2).
3. a kind of enclosed tower damping base according to claim 2, it is characterized in that: the thickness of described two block plates (2) is respectively 16mm, and the thickness of described rubber pad (3) is 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220436446 CN202731400U (en) | 2012-08-30 | 2012-08-30 | Closed tower damping base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220436446 CN202731400U (en) | 2012-08-30 | 2012-08-30 | Closed tower damping base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202731400U true CN202731400U (en) | 2013-02-13 |
Family
ID=47657112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220436446 Expired - Fee Related CN202731400U (en) | 2012-08-30 | 2012-08-30 | Closed tower damping base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202731400U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541454A (en) * | 2013-09-22 | 2014-01-29 | 六安市金赛特橡塑制品有限公司 | House damper for building |
| CN105197742A (en) * | 2015-09-25 | 2015-12-30 | 森赫电梯股份有限公司 | Traction machine base structure |
| CN107386753A (en) * | 2017-07-25 | 2017-11-24 | 张欣 | It is a kind of to protect the electric pole of livestock by rotating |
-
2012
- 2012-08-30 CN CN 201220436446 patent/CN202731400U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541454A (en) * | 2013-09-22 | 2014-01-29 | 六安市金赛特橡塑制品有限公司 | House damper for building |
| CN105197742A (en) * | 2015-09-25 | 2015-12-30 | 森赫电梯股份有限公司 | Traction machine base structure |
| CN107386753A (en) * | 2017-07-25 | 2017-11-24 | 张欣 | It is a kind of to protect the electric pole of livestock by rotating |
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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 |
Granted publication date: 20130213 Termination date: 20150830 |
|
| EXPY | Termination of patent right or utility model |