CN2276583Y - Stiffening double-ring energy consuming dampener - Google Patents

Stiffening double-ring energy consuming dampener Download PDF

Info

Publication number
CN2276583Y
CN2276583Y CN 97208635 CN97208635U CN2276583Y CN 2276583 Y CN2276583 Y CN 2276583Y CN 97208635 CN97208635 CN 97208635 CN 97208635 U CN97208635 U CN 97208635U CN 2276583 Y CN2276583 Y CN 2276583Y
Authority
CN
China
Prior art keywords
energy consumption
energy
annulus
utility
model
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 97208635
Other languages
Chinese (zh)
Inventor
周云
刘季
邓雪松
Original Assignee
周云
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 周云 filed Critical 周云
Priority to CN 97208635 priority Critical patent/CN2276583Y/en
Application granted granted Critical
Publication of CN2276583Y publication Critical patent/CN2276583Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model relates to a stiffening energy consumption absorber with double circular rings, which is mainly composed of an inner energy consumption circular ring, an outer energy consumption circular ring, a stiffening steel plate and a connecting plate. The utility model has high initial stiffness, high carrying capacity, preferable bending capability, preferable energy consumption capability, and multichannel energy consumption adapting lines of defense. The stiffening energy consumption absorber with double circular rings can effectively resist the function of major aftershock. The utility model can be used for the X-typed supports of monolayer industrial factory building structures, multilayer and tall layer of building structures and can also be used for two adjacent buildings or aseismatic joints.

Description

Two annulus energy dissipative devices of putting more energy into
The utility model relates to a kind of energy dissipative device, particularly a kind of two annulus energy dissipative devices of putting more energy into.
The energy dissipative device of prior art is single circular ring type, and energy comsuming device has only the energy-dissipating and shock-absorbing defence line one, and initial stiffness and bearing capacity are low, and it is limited to consume energy.
The purpose of this utility model is intended to avoid the deficiencies in the prior art and provides a kind of initial stiffness and bearing capacity higher, and the two annulus energy dissipative devices of putting more energy into of better deformability and energy dissipation capacity are arranged again.
The purpose of this utility model is achieved in that
A kind of two annulus energy dissipative devices of putting more energy into, mainly by interior power consumption annulus 3, consume energy annulus 4, put more energy into steel plate 5 and connecting plate 2 formed outward, it is characterized in that: inside and outside ring is a donut, the annulus that consumes energy outside fluting, connecting plate is inserted symmetrically with the welding of interior power consumption annulus tight, the steel plate of putting more energy into is welded between the inside and outside power consumption annulus.
The utility model is described in further detail below by drawings and Examples:
Fig. 1 is single annulus energy comsuming device of prior art.
Fig. 2 is a structural representation of the present utility model.
Fig. 3 is the application of the utility model in frame structure.
Fig. 4 is the utility model application in (a) or the aseismatic joint (b) between two adjacent buildings.
In the accompanying drawing, 1 is unit consumption energy annulus, and 2,6 is connecting plate, and 3 is interior power consumption annulus, and 4 is outer power consumption annulus, and 5 are the arc plate of putting more energy into, and 7 is energy dissipative device.
During enforcement, utilize band steel to make two donuts, the steel plate 5 of putting more energy into of between two annulus, burn-oning 8 blocks in 4 positions of symmetry, slot in the outer toroid corresponding position again, it is tight that 4 connecting plates are passed the welding of corresponding groove and interior annulus, links to each other with support or structure with the bolt hole of high-strength bolt by connecting plate.
The utility model than the evident characteristic of prior art is: 1, both had high initial stiffness And bearing capacity, preferably deformability and energy dissipation capacity are arranged again; 2, both had the multiple tracks power consumption Main aftershock effect can be resisted again effectively in the damping defence line.
The utility model can be used in single-story industrial building, multilayer and the middle-high building structure The x type support, also can be used between two adjacent buildings or in the aseismatic joint.

Claims (1)

1, a kind of two annulus energy dissipative devices of putting more energy into mainly by interior power consumption annulus 3, consume energy annulus 4, put more energy into steel plate 5 and connecting plate 2 formed outward, is characterized in that; Inside and outside ring is a donut, and the annulus that consumes energy is outside slotted, and connecting plate is inserted symmetrically with interior power consumption annulus weld tightly, and the steel plate of putting more energy into is welded between the inside and outside power consumption annulus.
CN 97208635 1997-01-28 1997-01-28 Stiffening double-ring energy consuming dampener Expired - Fee Related CN2276583Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 97208635 CN2276583Y (en) 1997-01-28 1997-01-28 Stiffening double-ring energy consuming dampener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 97208635 CN2276583Y (en) 1997-01-28 1997-01-28 Stiffening double-ring energy consuming dampener

Publications (1)

Publication Number Publication Date
CN2276583Y true CN2276583Y (en) 1998-03-18

Family

ID=33928026

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 97208635 Expired - Fee Related CN2276583Y (en) 1997-01-28 1997-01-28 Stiffening double-ring energy consuming dampener

Country Status (1)

Country Link
CN (1) CN2276583Y (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102305016A (en) * 2011-06-03 2012-01-04 广州大学 Security mesh with effects of energy dissipation and shock absorption
CN103016592A (en) * 2012-12-11 2013-04-03 北京遥测技术研究所 Low-profile flat-type shock absorber
CN103515046A (en) * 2013-10-09 2014-01-15 武汉大学 Combination type parallel coil
CN104790554A (en) * 2015-04-27 2015-07-22 中国地震局工程力学研究所 Three-direction multiple annular type tuned mass damper damping device
CN104991998A (en) * 2015-06-17 2015-10-21 广东电网有限责任公司电力科学研究院 Overhead electricity transmission line tower with high wind resistance
CN104989152A (en) * 2015-06-09 2015-10-21 广东电网有限责任公司电力科学研究院 Crisscross overhead power transmission tower
CN105003116A (en) * 2015-06-09 2015-10-28 广东电网有限责任公司电力科学研究院 Overhead power transmission tower with high integral wind-resistant performance
CN106828600A (en) * 2017-02-21 2017-06-13 汽-大众汽车有限公司 A kind of bionical shock resistance lightweight structure
CN109653389A (en) * 2018-11-30 2019-04-19 中原工学院 A kind of Multistage Control buckling damping energy dissipation supporting member

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102305016B (en) * 2011-06-03 2013-04-03 广州大学 Security mesh with effects of energy dissipation and shock absorption
CN102305016A (en) * 2011-06-03 2012-01-04 广州大学 Security mesh with effects of energy dissipation and shock absorption
CN103016592A (en) * 2012-12-11 2013-04-03 北京遥测技术研究所 Low-profile flat-type shock absorber
CN103515046B (en) * 2013-10-09 2016-04-13 武汉大学 A kind of composite type bridging coil
CN103515046A (en) * 2013-10-09 2014-01-15 武汉大学 Combination type parallel coil
CN104790554B (en) * 2015-04-27 2017-02-01 中国地震局工程力学研究所 Three-direction multiple annular type tuned mass damper damping device
CN104790554A (en) * 2015-04-27 2015-07-22 中国地震局工程力学研究所 Three-direction multiple annular type tuned mass damper damping device
CN104989152A (en) * 2015-06-09 2015-10-21 广东电网有限责任公司电力科学研究院 Crisscross overhead power transmission tower
CN105003116A (en) * 2015-06-09 2015-10-28 广东电网有限责任公司电力科学研究院 Overhead power transmission tower with high integral wind-resistant performance
CN104991998A (en) * 2015-06-17 2015-10-21 广东电网有限责任公司电力科学研究院 Overhead electricity transmission line tower with high wind resistance
CN106828600A (en) * 2017-02-21 2017-06-13 汽-大众汽车有限公司 A kind of bionical shock resistance lightweight structure
CN109653389A (en) * 2018-11-30 2019-04-19 中原工学院 A kind of Multistage Control buckling damping energy dissipation supporting member
CN109653389B (en) * 2018-11-30 2021-03-16 中原工学院 Multistage control buckling damping energy dissipation supporting component

Similar Documents

Publication Publication Date Title
CN2276583Y (en) Stiffening double-ring energy consuming dampener
CN108952283B (en) Assembled variable-rigidity transverse connection energy dissipation part and installation method
CN110939210A (en) Toggle damper with steel multi-stage yield and friction energy consumption
CN110939233B (en) Wood structure column foot energy-consumption damping node structure and construction method thereof
CN106930423A (en) A kind of replaceable curved plate node damping device of damping sheet
CN106869357A (en) A kind of replaceable curved plate damper of two benches power consumption damping sheet
CN105569223A (en) High-low-strength multi-layer steel plate combined self-centering energy dissipating wall
CN211523601U (en) Energy dissipation damper applied to frame column
CN2276582Y (en) Stiffening arc board energy consuming dampener
CN207538244U (en) A kind of single-hole steel plate energy consuming shock absorber for building
CN201817930U (en) Lead-steel damper
CN209742147U (en) High anti blast wall that splits
CN212271289U (en) Two-stage buckling-restrained energy dissipation support
CN210086542U (en) Energy dissipation shock absorber based on piezoelectric ceramic friction
CN110725335A (en) Underground structure protection system with dynamic and static load damping protection system arranged at top end
CN214272476U (en) Metal corrugated pipe-laminated composite damper
CN111173155A (en) Shearing-bending parallel connection type graded energy dissipation damper
CN210946442U (en) Energy-consuming and shock-absorbing arch springing device
CN214090365U (en) Steel structure beam column hinged joint
CN210597652U (en) Bamboo wood is T type energy dissipation shock attenuation node for structure
CN108442560B (en) U-shaped steel surface external enhanced type full-assembly damper
CN114046078A (en) Assembly type shear wall with replaceable edge component
CN211948986U (en) Novel composite energy dissipation support
CN214576114U (en) Safe formula steel construction node component
CN211817110U (en) Piston type metal damper and shock-absorbing structure

Legal Events

Date Code Title Description
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