CN204456493U - High-rise vertical viscoelastic damping device - Google Patents
High-rise vertical viscoelastic damping device Download PDFInfo
- Publication number
- CN204456493U CN204456493U CN201520034124.1U CN201520034124U CN204456493U CN 204456493 U CN204456493 U CN 204456493U CN 201520034124 U CN201520034124 U CN 201520034124U CN 204456493 U CN204456493 U CN 204456493U
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- vertical
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- girder steel
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Abstract
A kind of high-rise vertical viscoelastic damping device described in the utility model, comprising: under steel pipe column, floor, girder steel, vertical H type support for girder steel, floor, vertical H type lower support and high-rise damper; Under described floor, on girder steel and floor, girder steel is fixed on steel pipe column; Described vertical H type to be supported and fixed on floor on girder steel; Described vertical H type lower support to be fixed under floor on girder steel; Described vertical H type supports and is connected by high-rise damper between vertical H type lower support.The utility model effectively can improve lateral resistant ability, avoids the stressed concentration phenomenon of floor load, can consume more horizontal dynamic load energy, the displacement of the floor greatly reduced.
Description
Technical field
The utility model relates to a kind of construction steel structure, is specially a kind of high-rise vertical viscoelastic damping device.
Background technology
At present, the frequency used under construction along with steel work is more and more higher, and the height of building is also more and more higher, along with the volume of building constantly expands, highly constantly increase, architectural design proposes increasing requirement to steel work, wherein, how to achieve high-level structure energy-dissipating and shock-absorbing, the displacement of minimizing floor levels meets design requirement and just becomes most important.
Utility model content
Utility model object: the purpose of this utility model is to solve the deficiencies in the prior art, provides one and can realize high-level structure energy-dissipating and shock-absorbing, reduces the vertical viscoelastic damping device of high level of floor levels displacement.
Technical scheme: in order to realize above object, a kind of high-rise vertical viscoelastic damping device described in the utility model, comprising: under steel pipe column, floor, girder steel, vertical H type support for girder steel, floor, vertical H type lower support and high-rise damper; Under described floor, on girder steel and floor, girder steel is fixed on steel pipe column; Described vertical H type to be supported and fixed on floor on girder steel; Described vertical H type lower support to be fixed under floor on girder steel; Described vertical H type supports and is connected by high-rise damper between vertical H type lower support.The utility model effectively can improve lateral resistant ability, avoids the stressed concentration phenomenon of floor load, installs vertical damping device and can consume more horizontal dynamic load energy, the displacement of the floor greatly reduced between up-down structure.
Described in the utility model, high-rise damper comprises: double plate, central layer, rubber layer, interior junction plate, outside link plate, high-strength bolt; Described double plate is positioned at central layer both sides and is fixed on central layer by rubber layer by double plate; Described central layer length is greater than the length of double plate; Described interior junction plate connects central layer and vertical H type lower support, is fixed by high-strength bolt; Described outside link plate connects central layer and supports with in vertical H type, is fixed by high-strength bolt.High-rise damper in the utility model serves the effect of energy-dissipating and shock-absorbing.
Beneficial effect
High level described in the utility model vertical viscoelastic damping device consumes more horizontal dynamic load energy from structure design, the displacement of the floor greatly reduced; The effect of energy-dissipating and shock-absorbing is served by arranging high-rise damper.
Accompanying drawing explanation
Fig. 1 is the structural representation of the vertical viscoelastic damping device of high level described in the utility model.
Fig. 2 is the structural representation of high-rise damper described in the utility model.
Specific embodiment mode
Embodiment
The high-rise vertical viscoelastic damping device of one as shown in Figure 1, comprising: support 4 in girder steel 3, vertically H type on girder steel 2, floor, vertical H type lower support 5 and high-rise damper 6 under steel pipe column 1, floor; Described high-rise damper 6 comprises: double plate 6.1, central layer 6.2, rubber layer 6.3, interior junction plate 7, outside link plate 8 and high-strength bolt 9;
The annexation of above-mentioned each parts is as follows: under described floor, on girder steel 2 and floor, girder steel 3 is fixed on steel pipe column 1; Described vertical H type supporting 4 to be fixed on floor on girder steel 3; Described vertical H type lower support 5 to be fixed under floor on girder steel 2; Described vertical H type supports between 4 and vertical H type lower support 5 and connected by high-rise damper 6;
The annexation of described high-rise damper 6 is as follows: double plate 6.1 is positioned at central layer 6.2 both sides and is fixed on central layer 6.2 by rubber layer 6.3 by double plate 6.1; Described central layer 6.2 length is greater than the length of double plate 6.1; Described interior junction plate 7 connects central layer 6.2 to be fixed by high-strength bolt 9 with vertical H type lower support 5; Described outside link plate 8 connects central layer 6.2 to be fixed by high-strength bolt 9 with support 4 in vertical H type.
Claims (2)
1. the vertical viscoelastic damping device of high level, is characterized in that: comprising: under steel pipe column (1), floor, girder steel (3), vertical H type support (4), vertical H type lower support (5) and high-rise damper (6) for girder steel (2), floor; Under described floor, on girder steel (2) and floor, girder steel (3) is fixed on steel pipe column (1); Described vertical H type supporting (4) is fixed on girder steel on floor (3); Described vertical H type lower support (5) to be fixed under floor on girder steel (2); Described vertical H type supports between (4) and vertical H type lower support (5) and connected by high-rise damper (6).
2. the vertical viscoelastic damping device of high level according to claim 1, is characterized in that: described high-rise damper (6) comprising: double plate (6.1), central layer (6.2), rubber layer (6.3), interior junction plate (7), outside link plate (8) and high-strength bolt (9);
Described double plate (6.1) is positioned at central layer (6.2) both sides and is fixed on central layer (6.2) by rubber layer (6.3) by double plate (6.1); Described central layer (6.2) length is greater than the length of double plate (6.1); Described interior junction plate (7) is connected central layer (6.2) and is fixed by high-strength bolt (9) with vertical H type lower support (5); Described outside link plate (8) connects central layer (6.2) to be fixed by high-strength bolt (9) with support (4) in vertical H type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520034124.1U CN204456493U (en) | 2015-01-19 | 2015-01-19 | High-rise vertical viscoelastic damping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520034124.1U CN204456493U (en) | 2015-01-19 | 2015-01-19 | High-rise vertical viscoelastic damping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204456493U true CN204456493U (en) | 2015-07-08 |
Family
ID=53663400
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520034124.1U Withdrawn - After Issue CN204456493U (en) | 2015-01-19 | 2015-01-19 | High-rise vertical viscoelastic damping device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204456493U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631647A (en) * | 2015-01-19 | 2015-05-20 | 江苏沪宁钢机股份有限公司 | High-rise damping device |
-
2015
- 2015-01-19 CN CN201520034124.1U patent/CN204456493U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631647A (en) * | 2015-01-19 | 2015-05-20 | 江苏沪宁钢机股份有限公司 | High-rise damping device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150708 Effective date of abandoning: 20161012 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |