CN205077641U - Horizontal horizontal viscous damper - Google Patents
Horizontal horizontal viscous damper Download PDFInfo
- Publication number
- CN205077641U CN205077641U CN201520781438.8U CN201520781438U CN205077641U CN 205077641 U CN205077641 U CN 205077641U CN 201520781438 U CN201520781438 U CN 201520781438U CN 205077641 U CN205077641 U CN 205077641U
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- China
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- plate part
- bearing part
- horizontal
- viscous liquid
- picture peg
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- Expired - Fee Related
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model belongs to the building field relates to a shock isolation device, and specifically speaking is a horizontal horizontal viscous damper, connect the bearing part under including, under connect that the splendid attire has viscous liquid in the bearing part, connect down and still be equipped with picture peg spare in the bearing part, the submergence of picture peg spare lower part is in viscous liquid, and the viscous liquid outside is stretched out on upper portion, be equipped with the connecting piece in the picture peg spare, picture peg spare bottom is equipped with the setting element, the setting element with picture peg spare bottom with be connected the bearing part down and separate the marginal formation inclined plane in the setting element outside mutually. This attenuator can effectively play the power -wasting effect of shock attenuation.
Description
Technical field
The utility model belongs to building field, relates to a kind of earthquake isolating equipment, specifically a kind of horizontal type level viscous damper.
Background technology
China is one of country that seismic activity is in the world the strongest and earthquake disaster is the most serious.Earthquake causes the loss of life and property, and it, mainly because the vibration of building in earthquake, destroys, caused by collapsing.Therefore in various building construction, highway bridge and structural strengthening, corresponding product and technology all can be adopted to reach the effect of antidetonation, shock insulation, damping.Wherein viscous damper is a kind of highly effective energy-dissipating and shock-absorbing product, applies in various building construction, highway bridge and structural strengthening, and produce damping force by viscous material motion and dissipate and absorb seismic energy, damping effect is remarkable.But this type of viscous damper has direction type, obvious to its axis or horizontal movement direction damping effect, the damping for other directions is helpless, but the vibrations direction of earthquake exists uncertain.Thus this deficiency of viscous damper limits the scope of application of shock insulation rubber bearing and applies.
Summary of the invention
The utility model, for the problems referred to above, provides a kind of horizontal type level viscous damper, and this damper effectively can play the effect of damping power consumption.
According to the technical solution of the utility model: a kind of horizontal type level viscous damper, it is characterized in that: comprise lower connection bearing part, viscous liquid is loaded with in described lower connection bearing part, also be provided with plate part in lower connection bearing part, described plate part bottom is immersed in viscous liquid, and top is stretched out outside viscous liquid, upper connector is provided with in described plate part, be provided with keeper bottom plate part, keeper by bottom plate part with under be connected bearing part and separate, keeper outer ledge forms inclined-plane.
As further improvement of the utility model, the column that described plate part comprises dull and stereotyped pedestal and is welded on dull and stereotyped pedestal.
As further improvement of the utility model, described upper connector comprises top board and is welded in the upper connecting cylinder bottom described top board, and upper connecting cylinder comprises the different two parts of diameter, and the cylindrical shell that wherein lower diameter is less is equipped with in plate part.
Technique effect of the present utility model is: the more common viscous damper of the horizontal viscous damper of this novel horizontal can provide the damping power consumption effect of horizontal all directions; The novel viscous liquid that the horizontal viscous damper of this novel horizontal adopts, this viscous fluid viscosity characteristic is very large, can provide larger damping force, and viscosity with temperature impact is little, can not reduce viscosity because Long-term Vibration heats up; The horizontal viscous damper of this novel horizontal adopts vertical adaptive structure, can regulate oneself height, strong adaptability according to setting height(from bottom), and guarantee the position of shear plate, damping effect is remarkable; Bottom the horizontal viscous damper shear plate of this novel horizontal, securing slide is installed, guarantees that shear gap is constant, make damper remain optimum state; The horizontal viscous damper of this novel horizontal is simple and reliable for structure, easy for installation, safeguards simple, long service life.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the top view of Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is further described.
In Fig. 1,2, comprise upper connector 1, top board 1-1, upper connecting cylinder 1-2, plate part 2, dull and stereotyped pedestal 2-1, column 2-2, lower connection bearing part 3, viscous liquid 4, keeper 5 etc.
As shown in Figure 1, 2, the utility model is a kind of horizontal type level viscous damper, comprise lower connection bearing part 3, be loaded with viscous liquid 4 in described lower connection bearing part 3, in lower connection bearing part 3, be also provided with plate part 2, described plate part 2 bottom is immersed in viscous liquid 4, top is stretched out outside viscous liquid 4, is provided with upper connector 1, is provided with keeper 5 bottom plate part 2 in described plate part 2, keeper 5 by bottom plate part 2 with under be connected bearing part 3 and separate, keeper 5 outer ledge forms inclined-plane.Keeper 5 regulates the height of location plate part 2, and plate part 2 surrounding is all immersed in viscous liquid 4, and relative altitude is certain, guarantees that shear gap is constant.
The column 2-2 that plate part 2 comprises dull and stereotyped pedestal 2-1 and is welded on dull and stereotyped pedestal 2-1.Upper connector 1 comprises top board 1-1 and is welded in the upper connecting cylinder 1-2 bottom described top board 1-1, and upper connecting cylinder 1-2 comprises the different two parts of diameter, and the cylindrical shell that wherein lower diameter is less is equipped with in plate part 2.
Operating principle of the present utility model is as follows: when there being geological process, upper connector 1 drives plate part 2 to move back and forth in viscous liquid 4, plate part 2 can do shearing motion to all directions in viscous liquid 4, produce damping force, movement velocity is larger, damping force is larger, resists abatement seismic energy thus, reaches the effect of shock-damping energy-dissipating.
Claims (3)
1. a horizontal type level viscous damper, it is characterized in that: comprise lower connection bearing part (3), viscous liquid (4) is loaded with in described lower connection bearing part (3), plate part (2) is also provided with in lower connection bearing part (3), described plate part (2) bottom is immersed in viscous liquid (4), viscous liquid (4) outside is stretched out on top, upper connector (1) is provided with in described plate part (2), plate part (2) bottom is provided with keeper (5), keeper (5) by plate part (2) bottom with under be connected bearing part (3) and separate, keeper (5) outer ledge forms inclined-plane.
2. according to horizontal type level viscous damper according to claim 1, it is characterized in that: described plate part (2) comprises dull and stereotyped pedestal (2-1) and is welded in the column (2-2) on dull and stereotyped pedestal (2-1).
3. according to horizontal type level viscous damper according to claim 1, it is characterized in that: described upper connector (1) comprises top board (1-1) and is welded in the upper connecting cylinder (1-2) of described top board (1-1) bottom, upper connecting cylinder (1-2) comprises the different two parts of diameter, and the cylindrical shell that wherein lower diameter is less is equipped with in plate part (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520781438.8U CN205077641U (en) | 2015-10-10 | 2015-10-10 | Horizontal horizontal viscous damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520781438.8U CN205077641U (en) | 2015-10-10 | 2015-10-10 | Horizontal horizontal viscous damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205077641U true CN205077641U (en) | 2016-03-09 |
Family
ID=55430055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520781438.8U Expired - Fee Related CN205077641U (en) | 2015-10-10 | 2015-10-10 | Horizontal horizontal viscous damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205077641U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155721A (en) * | 2015-10-10 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Horizontal type level viscous damper |
| CN109024966A (en) * | 2018-09-20 | 2018-12-18 | 无锡圣丰建筑新材料有限公司 | The oiling of ultrathin viscous damping wall balances slot structure |
| CN110644350A (en) * | 2019-08-23 | 2020-01-03 | 深圳大学 | Bridge movable pneumatic measure device based on inertial volume vibration reduction and control method thereof |
-
2015
- 2015-10-10 CN CN201520781438.8U patent/CN205077641U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155721A (en) * | 2015-10-10 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Horizontal type level viscous damper |
| CN109024966A (en) * | 2018-09-20 | 2018-12-18 | 无锡圣丰建筑新材料有限公司 | The oiling of ultrathin viscous damping wall balances slot structure |
| CN110644350A (en) * | 2019-08-23 | 2020-01-03 | 深圳大学 | Bridge movable pneumatic measure device based on inertial volume vibration reduction and control method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Horizontal type level viscous damper Effective date of registration: 20161104 Granted publication date: 20160309 Pledgee: Agricultural Bank of China Limited by Share Ltd. Wuxi Xishan branch Pledgor: WUXI FUYO TECH Co.,Ltd. Registration number: 2016990000925 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20190227 Granted publication date: 20160309 Pledgee: Agricultural Bank of China Limited by Share Ltd. Wuxi Xishan branch Pledgor: WUXI FUYO TECH Co.,Ltd. Registration number: 2016990000925 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160309 Termination date: 20211010 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |