CN104631647A - High-rise damping device - Google Patents
High-rise damping device Download PDFInfo
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- CN104631647A CN104631647A CN201510024788.4A CN201510024788A CN104631647A CN 104631647 A CN104631647 A CN 104631647A CN 201510024788 A CN201510024788 A CN 201510024788A CN 104631647 A CN104631647 A CN 104631647A
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Abstract
The invention discloses a high-rise damping device. The device comprises a steel pipe column, a lower floor girder, an upper floor girder, an upper vertical H-shaped support, a lower vertical H-shaped support and a high-rise damper, wherein the lower floor girder and the upper floor girder are fixed to the steel pipe column, the upper vertical H-shaped support is fixed to the upper floor girder, the lower vertical H-shaped support is fixed to the lower floor girder, and the upper vertical H-shaped support and the lower vertical H-shaped support are connected through the high-rise damper. By the adoption of the device, lateral deformation resistance can be effectively improved, floor load stress concentration is avoided, a large amount of horizontal dynamic load energy can be consumed, and floor displacement is reduced greatly.
Description
Technical field
The present invention relates to a kind of construction steel structure, be specially a kind of high-rise damping damping unit.
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.
Summary of the invention
Goal of the invention: the object of the invention is to solve the deficiencies in the prior art, provides one and can realize high-level structure energy-dissipating and shock-absorbing, reduces the high-rise damping damping unit of floor levels displacement.
Technical scheme: in order to realize above object, the high-rise damping damping unit of one of the present invention, comprising: under steel pipe column, floor, girder steel on girder steel, floor, vertical H type support, 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 present invention 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 present invention, 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 present invention serves the effect of energy-dissipating and shock-absorbing.
Beneficial effect
High-rise damping damping unit of the present invention 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 high-rise damping damping unit of the present invention.
Fig. 2 is the structural representation of high-rise damper described in the present invention.
Specific embodiment
Embodiment
The high-rise damping damping unit 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. a high-rise damping damping unit, 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. high-rise damping damping unit 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 |
|---|---|---|---|
| CN201510024788.4A CN104631647B (en) | 2015-01-19 | 2015-01-19 | High-rise damping damping unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510024788.4A CN104631647B (en) | 2015-01-19 | 2015-01-19 | High-rise damping damping unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104631647A true CN104631647A (en) | 2015-05-20 |
| CN104631647B CN104631647B (en) | 2016-11-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510024788.4A Active CN104631647B (en) | 2015-01-19 | 2015-01-19 | High-rise damping damping unit |
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| CN (1) | CN104631647B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3371815B2 (en) * | 1998-07-31 | 2003-01-27 | 鹿島建設株式会社 | Seismic control reinforcement structure of existing building |
| CN101896674A (en) * | 2007-12-13 | 2010-11-24 | 翁令司工业股份有限公司 | Wall type friction damper |
| CN202099894U (en) * | 2011-05-18 | 2012-01-04 | 东南大学 | Assembled type lead shear damper |
| CN102635176A (en) * | 2012-05-10 | 2012-08-15 | 南京工业大学 | Shear yield and bending yield combined type staged soft steel damper |
| CN202899339U (en) * | 2012-04-13 | 2013-04-24 | 上海赛弗工程减震技术有限公司 | Energy dissipation and shock absorption mechanism capable of releasing degree of freedom |
| CN103328736A (en) * | 2011-01-14 | 2013-09-25 | C·克瑞斯托普罗斯 | Coupling member for damping vibrations in building structures |
| CN203285129U (en) * | 2013-05-31 | 2013-11-13 | 西南交通大学 | Damping high-rise building |
| CN103669634A (en) * | 2013-12-10 | 2014-03-26 | 中国建筑第八工程局有限公司 | Construction method and structure with damping wall poured later |
| JP5615599B2 (en) * | 2010-06-07 | 2014-10-29 | 旭化成ホームズ株式会社 | Vibration control device and building |
| CN104196145A (en) * | 2014-09-01 | 2014-12-10 | 中建三局集团有限公司 | Energy-dissipation and shock-absorption damper component of earthquake-resistant building |
| CN204456493U (en) * | 2015-01-19 | 2015-07-08 | 江苏沪宁钢机股份有限公司 | High-rise vertical viscoelastic damping device |
-
2015
- 2015-01-19 CN CN201510024788.4A patent/CN104631647B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3371815B2 (en) * | 1998-07-31 | 2003-01-27 | 鹿島建設株式会社 | Seismic control reinforcement structure of existing building |
| CN101896674A (en) * | 2007-12-13 | 2010-11-24 | 翁令司工业股份有限公司 | Wall type friction damper |
| JP5615599B2 (en) * | 2010-06-07 | 2014-10-29 | 旭化成ホームズ株式会社 | Vibration control device and building |
| CN103328736A (en) * | 2011-01-14 | 2013-09-25 | C·克瑞斯托普罗斯 | Coupling member for damping vibrations in building structures |
| CN202099894U (en) * | 2011-05-18 | 2012-01-04 | 东南大学 | Assembled type lead shear damper |
| CN202899339U (en) * | 2012-04-13 | 2013-04-24 | 上海赛弗工程减震技术有限公司 | Energy dissipation and shock absorption mechanism capable of releasing degree of freedom |
| CN102635176A (en) * | 2012-05-10 | 2012-08-15 | 南京工业大学 | Shear yield and bending yield combined type staged soft steel damper |
| CN203285129U (en) * | 2013-05-31 | 2013-11-13 | 西南交通大学 | Damping high-rise building |
| CN103669634A (en) * | 2013-12-10 | 2014-03-26 | 中国建筑第八工程局有限公司 | Construction method and structure with damping wall poured later |
| CN104196145A (en) * | 2014-09-01 | 2014-12-10 | 中建三局集团有限公司 | Energy-dissipation and shock-absorption damper component of earthquake-resistant building |
| CN204456493U (en) * | 2015-01-19 | 2015-07-08 | 江苏沪宁钢机股份有限公司 | High-rise vertical viscoelastic damping device |
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| Publication number | Publication date |
|---|---|
| CN104631647B (en) | 2016-11-16 |
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Suzhou City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |
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