CN2570344Y - Energy dissipating damper - Google Patents

Energy dissipating damper Download PDF

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Publication number
CN2570344Y
CN2570344Y CN 02260191 CN02260191U CN2570344Y CN 2570344 Y CN2570344 Y CN 2570344Y CN 02260191 CN02260191 CN 02260191 CN 02260191 U CN02260191 U CN 02260191U CN 2570344 Y CN2570344 Y CN 2570344Y
Authority
CN
China
Prior art keywords
connecting rod
energy
clamping plates
cleat
damper
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
Application number
CN 02260191
Other languages
Chinese (zh)
Inventor
屠中尧
叶飞
钱国桢
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HANGZHOU XIAOSHAN ARCHITECTURE DESIGN CO Ltd
Original Assignee
HANGZHOU XIAOSHAN ARCHITECTURE DESIGN CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HANGZHOU XIAOSHAN ARCHITECTURE DESIGN CO Ltd filed Critical HANGZHOU XIAOSHAN ARCHITECTURE DESIGN CO Ltd
Priority to CN 02260191 priority Critical patent/CN2570344Y/en
Application granted granted Critical
Publication of CN2570344Y publication Critical patent/CN2570344Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model relates to an energy consuming damper which is suitable for a building or a structure bridge with a high-rise structure and a long span structure. The utility model is composed of a connecting rod and connecting clamping plates, wherein, the connecting rod and the connecting clamping plates adopt hinged connecting structures, and a sandwich layer for damping materials is arranged among the contact surfaces of the connecting rod and the connecting clamping plates. The connecting clamping plates which are symmetrically arranged are stably and uniformly stressed.

Description

A kind of energy-consumption damper
Technical field
The utility model relates to a kind of energy-consumption damper, is applicable in the building or bridge of high-level structure, large-span structure.
Background technology
In high-rise steel building, large-span steel bridge, because the damping ratio of steel work is very little, be unfavorable for the vibration power consumption, institute thinks the control structure distortion, improves bearing capacity, usually adopts the way that strengthens member section, has therefore improved cost.In the steel work both domestic and external, also have and adopt damper, but the performance that has is not ideal enough, kind is also more single, cost an arm and a leg.
Summary of the invention
The purpose of this utility model is to provide a kind of stability under loading, even, suitable multiple structural environment, and cheap energy-consumption damper.For achieving the above object, the utility model has adopted following technical scheme, and a kind of energy-consumption damper is characterized in that it is made of connecting rod and connecting cleat, connecting rod and connecting cleat adopt hinged syndeton, are provided with the damping material interlayer between both contact surfaces.
Described connecting rod is provided with preformed hole, in the both sides of connecting rod connecting cleat is set, and links to each other with pressurization bolt, and the aperture of described preformed hole is greater than the diameter of bolt.
Described damping material adopts modified bitumen fiber combinations sheet material.
Owing to adopted technique scheme, the structure that junction plate and connecting rod are hinged makes the connecting cleat symmetric arrangement, makes its stability under loading, even.And multiple choices such as that the shape of connecting cleat can have is cross, V-type, yi word pattern are applicable to multiple connecting elements.The setting of damping material layer can produce viscous damping and friction damping simultaneously.And the thickness of damping layer and area can be with the bearing capacity and the power consumption values of actual demands of engineering, and determine by bolt pressurization numerical value.The reservation aperture of connecting rod and the difference of the diameter of bolt can allow that displacement and power consumption value determine according to design.After adopting technical solution of the present invention, can increase the structural damping energy consumption, reduce effectively that wind shakes, earthquake is to the influence of structure, reduces structural internal force and distortion.The said structure manufacturing process is simple, and is cheap.
The cross connecting cleat user mode of description of drawings Fig. 1 the utility model structural representation Fig. 2 figure Fig. 3 V-type connecting cleat user mode figure Fig. 4 yi word pattern connecting cleat user mode figure
The specific embodiment
Embodiment: as shown in Figure 1, a kind of energy-consumption damper, it is made of connecting rod 1 and connecting cleat 2, and connecting rod and connecting cleat adopt hinged syndeton, are provided with damping material interlayer 3 between both contact surfaces.Described connecting rod is provided with preformed hole 4, in the both sides of connecting rod connecting cleat is set, and links to each other with bolt 5, and the aperture of described preformed hole is greater than the diameter of bolt.Described damping material adopts modified bitumen fiber combinations sheet material.That Fig. 2-4 has shown respectively is cross, the shape of V-type, yi word pattern connecting cleat, and with the mated condition of connecting rod.

Claims (3)

1, a kind of energy-consumption damper is characterized in that it is made of connecting rod and connecting cleat, and connecting rod and connecting cleat adopt hinged syndeton, are provided with the damping material interlayer between both contact surfaces.
2, energy-consumption damper as claimed in claim 1 is characterized in that described connecting rod is provided with preformed hole, in the both sides of connecting rod connecting cleat is set, and links to each other with pressurization bolt, and the aperture of described preformed hole is greater than the diameter of bolt.
3, energy-consumption damper as claimed in claim 1 or 2 is characterized in that described damping material adopts modified bitumen fiber combinations sheet material.
CN 02260191 2002-09-24 2002-09-24 Energy dissipating damper Expired - Fee Related CN2570344Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 02260191 CN2570344Y (en) 2002-09-24 2002-09-24 Energy dissipating damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 02260191 CN2570344Y (en) 2002-09-24 2002-09-24 Energy dissipating damper

Publications (1)

Publication Number Publication Date
CN2570344Y true CN2570344Y (en) 2003-09-03

Family

ID=33727304

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 02260191 Expired - Fee Related CN2570344Y (en) 2002-09-24 2002-09-24 Energy dissipating damper

Country Status (1)

Country Link
CN (1) CN2570344Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587532A (en) * 2012-03-13 2012-07-18 上海材料研究所 Device for amplifying energy consumption effect of damper
CN102782227A (en) * 2009-10-02 2012-11-14 减振技术公司 Damping system
CN102852244A (en) * 2012-04-27 2013-01-02 中国矿业大学 Detachable self-resetting type energy-dissipation coupling beam and construction process thereof
CN104912221A (en) * 2015-04-20 2015-09-16 北京工业大学 Corner damper and installing method of corner damper
CN106245971A (en) * 2016-09-23 2016-12-21 上海堃熠工程减震科技有限公司 A kind of cartridge type friction damper and loading method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102782227A (en) * 2009-10-02 2012-11-14 减振技术公司 Damping system
CN102782227B (en) * 2009-10-02 2014-11-26 减振技术公司 Damping system
CN102587532A (en) * 2012-03-13 2012-07-18 上海材料研究所 Device for amplifying energy consumption effect of damper
CN102852244A (en) * 2012-04-27 2013-01-02 中国矿业大学 Detachable self-resetting type energy-dissipation coupling beam and construction process thereof
CN102852244B (en) * 2012-04-27 2014-10-29 中国矿业大学 Detachable self-resetting type energy-dissipation coupling beam
CN104912221A (en) * 2015-04-20 2015-09-16 北京工业大学 Corner damper and installing method of corner damper
CN104912221B (en) * 2015-04-20 2017-06-06 北京工业大学 A kind of corner damper and its installation method
CN106245971A (en) * 2016-09-23 2016-12-21 上海堃熠工程减震科技有限公司 A kind of cartridge type friction damper and loading method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee