CN1769607A - High energy consumption reposition metal damper - Google Patents
High energy consumption reposition metal damper Download PDFInfo
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- CN1769607A CN1769607A CN 200410066052 CN200410066052A CN1769607A CN 1769607 A CN1769607 A CN 1769607A CN 200410066052 CN200410066052 CN 200410066052 CN 200410066052 A CN200410066052 A CN 200410066052A CN 1769607 A CN1769607 A CN 1769607A
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- steel pipe
- steel plate
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- spring
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a high energy-dissipating reset metal antivibrator, which comprises the following parts: left connection steel plate (2), left spring (3), perfusion lead (4), bar (5), limit cap (6), inside steel pipe (7), outside steel pipe (8), limit steel plate (9), right spring (10) and right connection steel plate (11), wherein the inside steel pipe (7) lies in the outside steel pipe (8); the perfusion lead (4) is set in the cavity between inside steel pipe (7) and outside steel pipe (8); the bar (5) is plugged along the radial of inside steel pipe (7) and outside steel pipe (8); the limit cap (6) is set on two ends of bar (5); in the left end of antivibrator, the left connection steel plate (2) connects the left end of inside steel pipe (7) and the left spring (3) is encased on the inside steel pipe (7) between left connection steel plate (2) and outside steel pipe (8); in the right end of antivibrator, the limit steel plate (9) connects the inside steel pipe (7) and the right connection steel plate (11) connects outside steel pipe (8) and the right spring (10) is set between limit steel plate (9)the right connection steel plate (11).
Description
Technical field
The present invention is a kind of device that is used for civil engineering structure antivibration (shake), especially a kind of high energy consumption reposition metal damper.
Background technology
Seismic forces and the wind power of shaking are the major control loads that building structure is born; also be to cause building structure that the principal element of destroying and collapsing takes place; force mechanism and the dynamic response of cognitive structure under the dynamic load effect exactly, and it is implemented reliable antivibration (shake) safeguard measure is the research topic of a frontier nature.The control of structure passive energy dissipation is a kind of novel antivibration (shake) mode, promptly utilizes the passive energy dissipation device to consume the external drive energy, alleviates the destruction of external drive to main structure to reach.Shake at present and the passive energy dissipation device of earthquake developmental research has viscoelastic damper, viscous fluid damper, metal damper, frcition damper, marmem damper, magnetic () rheological damper etc. at wind.Metal damper mainly comprises mild steel damper and lead damper, and it has easy to make, cheap advantageous characteristic.The mild steel damper hysteresis loop is full inadequately, and energy dissipation capacity is lower; Lead damper has stronger energy dissipation capacity, yet but it does not have recovery characteristic.This has seriously restricted metal damper in building vibration damping application in engineering.
Summary of the invention
Technical problem: the purpose of this invention is to provide a kind of high energy consumption reposition metal damper cheap, easy to make, this damper can not only provide very high energy-dissipating property, and possess very strong recovery characteristic, in vibration processes, possess from spacing ability simultaneously.
Technical scheme: high energy consumption reposition metal damper of the present invention, form by left side connection steel plate, left spring, perfusion lead, rod iron, limited cap, interior steel pipe, outer steel pipe, spacing steel plate, right spring, the right steel plate that connects; Interior steel pipe is arranged in outer steel pipe, interior steel pipe and outside to be provided with perfusion between the steel pipe in the cavity plumbous, along interior steel pipe and outside steel pipe radially be inserted with rod iron, be provided with limited cap in the rod iron two ends; At the left end of damper, a left side connect steel plate be connected in the left end of steel pipe, in left spring is enclosed within steel pipe outer and a left side connect steel plate and outside between the steel pipe; At the right-hand member of damper, spacing steel plate and interior steel pipe join, and the right steel plate that connects joins with outer steel pipe, be provided with right spring screw between the steel plate be provided with left fixing threaded hole on left side connection steel plate in spacing steel plate and right the connection, are provided with right fixing threaded hole on right side connection steel plate.
High energy consumption reposition metal damper added be located at intercolumniation and support, bean column node, deformable positions such as truss lower chord, when structure deforms because of vibration, high energy consumption reposition metal damper also produces distortion, at this moment, interior steel pipe and outer steel pipe produce relative deformation, steel pipe produced motion in rod iron was followed, in its motion and deformation process, rod iron pushes the diffusing a large amount of inputted vibration energy of lead loss on the one hand, rod iron produces very strong elastic restoring force on the other hand, offer the certain elastic stiffness of structure, the spring at damper two ends also produces very strong elastic restoring force simultaneously.When vibration caused excessive distortion, the limited cap of rod iron termination and the limiting plate of interior steel tube head were blocked, and have limited the excessive deformation of damper, guaranteed that damper does not destroy.
This shows that this high energy consumption reposition metal damper is stressed clear and definite, easy to make, has very strong energy dissipation capacity and reset capability, can reduce the vibration reaction of civil engineering structure effectively.
Beneficial effect: high energy consumption reposition metal damper of the present invention has the advantage of simple structure, easy to make, cheap, easy construction, it not only has very strong energy dissipation capacity, and possess very strong recovery characteristic, in vibration processes, possess from spacing ability simultaneously.It can be widely used in the wind resistance and earthquake-proof construction of civil engineering structures such as highrise building, bridge construction and tower mast structure.
Description of drawings
Fig. 1 is a cross-sectional view of the present invention.Have among the figure: left fixing threaded hole 1, a left side connect steel plate 2, left spring 3, perfusion lead 4, rod iron 5, limited cap 6, interior steel pipe 7, outer steel pipe 8, spacing steel plate 9, right spring 10, right steel plate 11, the right fixing threaded hole 12 of connecting.
The specific embodiment
High energy consumption reposition metal damper of the present invention is made up of left side connection steel plate 2, left spring 3, perfusion lead 4, rod iron 5, limited cap 6, interior steel pipe 7, outer steel pipe 8, spacing steel plate 9, right spring 10, the right steel plate 11 that connects; Interior steel pipe 7 is arranged in outer steel pipe 8, interior steel pipe 7 and outside to be provided with perfusion between the steel pipe 8 in the cavity plumbous 4, along interior steel pipe 7 and outside steel pipe 8 radially be inserted with rod iron 5, be provided with limited cap 6 in rod iron 5 two ends; At the left end of damper, a left side connect steel plate 2 be connected in the left end of steel pipe 7, in left spring 3 is enclosed within steel pipe 7 outer and a left side connect steel plate 2 and outside between the steel pipe 8; At the right-hand member of damper, spacing steel plate 9 joins with interior steel pipe 7, and the right steel plate 11 that connects joins with outer steel pipe 8, is provided with right spring 10 between the steel plate 11 in spacing steel plate 9 and right the connection.
On left side connection steel plate 2, be provided with left fixing threaded hole 1, on right side connection steel plate 11, be provided with right fixing threaded hole 12.Rod iron 5 extruding perfusion plumbous 4 a large amount of vibrational energy that can dissipate on the one hand in the process of deforming, rod iron 5 has very strong recovery characteristic on the other hand, and the size of rod iron need design according to concrete structure.Left spring 3 and right spring 10 also are to offer the damper restoring force in deformation process, are generally 5KN～30KN.When distortion surpassed certain limit, limited cap and spacing steel plate were blocked, and relative displacement does not take place for steel pipe 7 and outer steel pipe 8 in not allowing.Left side connection steel plate 2 is connected steel plate 11 with the right side and can be connected with the civil engineering structure bolt or welds.
Claims (1)
1, a kind of high energy consumption reposition metal damper, it is characterized in that this damper by a left side connect steel plate (2), left spring (3), perfusion plumbous (4), rod iron (5), limited cap (6), interior steel pipe (7), outer steel pipe (8), spacing steel plate (9), right spring (10), the right steel plate (11) that connects is formed; Interior steel pipe (7) is arranged in outer steel pipe (8), interior steel pipe (7) and outside be provided with perfusion plumbous (4) between the steel pipe (8) in the cavity, along interior steel pipe (7) and outside steel pipe (8) radially be inserted with rod iron (5), be provided with limited cap (6) in rod iron (5) two ends; At the left end of damper, a left side connects the left end that steel plate (2) is connected interior steel pipe (7), and left spring (3) is enclosed within outside the interior steel pipe (7) and is positioned at a left side and connects between steel plate (2) and the outer steel pipe (8); At the right-hand member of damper, spacing steel plate (9) joins with interior steel pipe (7), and the right steel plate (11) that connects joins with outer steel pipe (8), is provided with right spring (10) between the steel plate (11) in spacing steel plate (9) and right the connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100660525A CN1309922C (en) | 2004-12-16 | 2004-12-16 | High energy consumption reposition metal damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100660525A CN1309922C (en) | 2004-12-16 | 2004-12-16 | High energy consumption reposition metal damper |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1769607A true CN1769607A (en) | 2006-05-10 |
| CN1309922C CN1309922C (en) | 2007-04-11 |
Family
ID=36751119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004100660525A Expired - Fee Related CN1309922C (en) | 2004-12-16 | 2004-12-16 | High energy consumption reposition metal damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1309922C (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100558998C (en) * | 2006-12-08 | 2009-11-11 | 北京工业大学 | Plumbous-buckling-restrained supporting composite energy dissipation device and preparation method |
| CN101845856A (en) * | 2010-05-14 | 2010-09-29 | 北京工业大学 | Damping device placed in reinforced concrete member |
| CN102287015A (en) * | 2011-06-01 | 2011-12-21 | 王涛 | Self-resetting metal damper |
| CN102400500A (en) * | 2011-11-25 | 2012-04-04 | 东南大学 | Buckling restrained brace with tension interval protection member |
| CN103981974A (en) * | 2014-05-12 | 2014-08-13 | 东南大学 | Self-resetting damper of micro-vibration energy dissipation part |
| CN104328843A (en) * | 2014-11-27 | 2015-02-04 | 南昌市建筑工程集团有限公司 | Variable-stiffness steel tube energy dissipation device |
| CN104775537A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Damper for building |
| CN104947822A (en) * | 2014-03-30 | 2015-09-30 | 美建建筑系统(中国)有限公司 | Anti-buckling energy consumption support |
| CN105226594A (en) * | 2015-08-28 | 2016-01-06 | 江苏省电力公司南京供电公司 | A kind of line structure every damping frame |
| CN105952018A (en) * | 2016-07-12 | 2016-09-21 | 上海天华建筑设计有限公司 | Multi-point yield energy dissipating type mild steel energy dissipater |
| CN106088769A (en) * | 2016-08-04 | 2016-11-09 | 上海天华建筑设计有限公司 | Multi-dimensional direction surrender power consumption mild steel sinker |
| CN106401003A (en) * | 2016-11-22 | 2017-02-15 | 上海天华建筑设计有限公司 | Multi-working condition work mild steel energy dissipation machine |
| CN109853772A (en) * | 2019-04-09 | 2019-06-07 | 安徽理工大学 | A kind of Self-resetting mild steel damper |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| WO1982004092A1 (en) * | 1981-05-18 | 1982-11-25 | Jun Toyama | A vibration-damping device |
| JPS61171934A (en) * | 1985-01-26 | 1986-08-02 | Mitsubishi Atom Power Ind Inc | Heavy object supporting device |
| JPH05222863A (en) * | 1992-02-14 | 1993-08-31 | Kajima Corp | Vibration control device of structure |
| CN1096534C (en) * | 2000-03-10 | 2002-12-18 | 东南大学 | Vertical earthquake isolating equipment for engineering structure |
| CN1126847C (en) * | 2000-03-10 | 2003-11-05 | 东南大学 | Viscoelastic damper of lead pin for engineering structure |
| CN2426930Y (en) * | 2000-03-17 | 2001-04-18 | 东南大学 | Engineering structure damping fluid bumper |
| CN1190573C (en) * | 2003-05-01 | 2005-02-23 | 东南大学 | Engineering structure multidimensional damping device |
-
2004
- 2004-12-16 CN CNB2004100660525A patent/CN1309922C/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100558998C (en) * | 2006-12-08 | 2009-11-11 | 北京工业大学 | Plumbous-buckling-restrained supporting composite energy dissipation device and preparation method |
| CN101845856A (en) * | 2010-05-14 | 2010-09-29 | 北京工业大学 | Damping device placed in reinforced concrete member |
| CN102287015A (en) * | 2011-06-01 | 2011-12-21 | 王涛 | Self-resetting metal damper |
| CN102287015B (en) * | 2011-06-01 | 2013-08-07 | 王涛 | Self-resetting metal damper |
| CN102400500A (en) * | 2011-11-25 | 2012-04-04 | 东南大学 | Buckling restrained brace with tension interval protection member |
| CN102400500B (en) * | 2011-11-25 | 2014-07-09 | 东南大学 | Buckling restrained brace with tension interval protection member |
| CN104947822A (en) * | 2014-03-30 | 2015-09-30 | 美建建筑系统(中国)有限公司 | Anti-buckling energy consumption support |
| CN104947822B (en) * | 2014-03-30 | 2018-01-09 | 美建建筑系统(中国)有限公司 | Buckling-restrained energy-dissipation |
| CN103981974B (en) * | 2014-05-12 | 2016-08-24 | 东南大学 | Micro-vibration energy dissipating portion re-centring damper |
| CN103981974A (en) * | 2014-05-12 | 2014-08-13 | 东南大学 | Self-resetting damper of micro-vibration energy dissipation part |
| CN104328843A (en) * | 2014-11-27 | 2015-02-04 | 南昌市建筑工程集团有限公司 | Variable-stiffness steel tube energy dissipation device |
| CN104775537A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Damper for building |
| CN105226594A (en) * | 2015-08-28 | 2016-01-06 | 江苏省电力公司南京供电公司 | A kind of line structure every damping frame |
| CN105952018A (en) * | 2016-07-12 | 2016-09-21 | 上海天华建筑设计有限公司 | Multi-point yield energy dissipating type mild steel energy dissipater |
| CN106088769A (en) * | 2016-08-04 | 2016-11-09 | 上海天华建筑设计有限公司 | Multi-dimensional direction surrender power consumption mild steel sinker |
| CN106401003A (en) * | 2016-11-22 | 2017-02-15 | 上海天华建筑设计有限公司 | Multi-working condition work mild steel energy dissipation machine |
| CN109853772A (en) * | 2019-04-09 | 2019-06-07 | 安徽理工大学 | A kind of Self-resetting mild steel damper |
| CN109853772B (en) * | 2019-04-09 | 2023-09-22 | 安徽理工大学 | Self-resetting mild steel damper |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1309922C (en) | 2007-04-11 |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070411 Termination date: 20100118 |