CN202954452U - Novel seismic device - Google Patents
Novel seismic device Download PDFInfo
- Publication number
- CN202954452U CN202954452U CN 201220684859 CN201220684859U CN202954452U CN 202954452 U CN202954452 U CN 202954452U CN 201220684859 CN201220684859 CN 201220684859 CN 201220684859 U CN201220684859 U CN 201220684859U CN 202954452 U CN202954452 U CN 202954452U
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- CN
- China
- Prior art keywords
- drum
- seismic device
- electromagnetic damper
- urceolus
- inner core
- 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
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Abstract
The utility model relates to a novel seismic device. An inner drum, a middle drum and an outer drum are orderly embedded inside the seismic device from inside to outside; elastic solid materials with viscosity are filled between the drum bodies to play the roles of shock insulation and delaying vibration; an electromagnetic damper is arranged at the juncture of joints of the drum bodies; and rubber supports are respectively arranged on the tops and the bottoms of the inner drum, the middle drum and the outer drum. The novel seismic device adopts a structure system of a steel frame-drum embedded into the drum; and the electromagnetic damper is arranged between the drums, so as to play the roles of shock insulation and delaying vibration in common. The effect of an earthquake on construction is gradually buffered; the internal structure of a building is well protected; and the novel seismic device is simple and economic.
Description
Technical field
The utility model relates to a kind of novel earthquake-proof device.
Background technology
Chinese ancient architecture adopts wooden construction more, its structure way has adopted flexible link technique, usings frame construction as the support of building, so can reach the effect of so-called " wall fall room do not collapse ", the connection of its flexibility, make again it have suitable elasticity and self-recovery ability to a certain degree.But the modern architecture floor is higher, mostly adopt the mode of construction of steel concrete, traditional shockproof structure can't meet the shockproof demand of modern architecture.
The utility model content
In order to address the above problem; the utility model proposes a kind of novel earthquake-proof device; adopt the structural system of steel frame-cylinder embedding cylinder; and between cylinder and cylinder, electromagnetic damper is set; their actings in conjunction are played shock insulation and are postponed the effect of vibrations; successively cushion the impact of earthquake on building, well protected the internal construction of building, simple economy.
The utility model solves the technical scheme that its technical problem adopts: a kind of novel earthquake-proof device comprises urceolus, middle cylinder, inner core, rubber base plate and electromagnetic damper; Described antishock device is nested with inner core, middle cylinder and urceolus from inside to outside successively, is filled with between cylindrical shell that some are flexible, the solid material of viscosity, plays shock insulation and postpones the effect of vibrations; The node junction of each cylindrical shell is equipped with electromagnetic damper; Top and the bottom of described inner core, middle cylinder and urceolus are respectively equipped with neoprene bearing.
The beneficial effects of the utility model are: a kind of novel earthquake-proof device; adopt the structural system of steel frame-cylinder embedding cylinder; and between cylinder and cylinder, electromagnetic damper is set; their actings in conjunction are played shock insulation and are postponed the effect of vibrations; successively cushion the impact of earthquake on building; well protected the internal construction of building, simple economy.
The accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
The structural representation that accompanying drawing 1 is a kind of novel earthquake-proof device.
The operating principle schematic diagram that accompanying drawing 2 is electromagnetic damper.
In figure, 1. urceolus, 2. in cylinder, 3. inner core, 4. electromagnetic damper, 5. neoprene bearing.
The specific embodiment
In the accompanying drawings, a kind of novel earthquake-proof device comprises urceolus 1, middle cylinder 2, inner core 3, rubber base plate 5 and electromagnetic damper 4; Described antishock device is nested with inner core 3, middle cylinder 2 and urceolus 1 from inside to outside successively, is filled with between cylindrical shell that some are flexible, the solid material of viscosity, plays shock insulation and postpones the effect of vibrations; The node junction of each cylindrical shell is equipped with electromagnetic damper 4; Top and the bottom of described inner core 3, middle cylinder 2 and urceolus 1 are respectively equipped with neoprene bearing 5.
Described neoprene bearing 5 can be replaced by other elastic support.
The circuit parallel connection of the above each electromagnetic damper 4, prevent that in earthquake, some dampers have damaged, and affects whole system.On the circuit of described electromagnetic damper 4, sensing switch is installed, circuit, at ordinary times in off-state, when inner structure quake gets up, is just connected circuit, can effectively prevent so in daily life because the harm that high-intensity magnetic field causes.
The operating principle of described electromagnetic damper 4 is: referring to accompanying drawing 2, when closed conductor and electromagnet generation relative motion, can produce electromagnetic resistance between the two, hinder its relative motion.In inner core 3 and urceolus 2 generation relative displacements, random up and down irregular vibration can occur due to the effect of earthquake in the node on inner core 3, the electromagnet of electromagnetic damper 4 Once you begin shakes in coil, excited electric current also to cushion simultaneously horizontal load pass to the intensity of internal construction, the huge architectural instantaneous energy that acts on that the electric current simultaneously excited can be very efficient produces earthquake promptly transform a part, for the electromagnetic damper 4 of middle cylinder 2 and urceolus 1, is also same reason.
Can between electromagnetic damper 4, add the fluent material of some viscosities on such basis, to reach better purpose of design, can also use spring to improve integrally-built stability, meet design requirement simultaneously.
Operating principle of the present utility model is: due to middle cylinder 2, inner core 3 and urceolus 1 use neoprene bearing 5 link with external structure, make urceolus 1 first shake with the earth under the unexpected effect of seismic (seismal simultaneously, but centering cylinder 2, because need to having enough distortion to produce enough power, elastomeric material could drive inner core 3 vibrations, so relative urceolus 1 vibrations of middle cylinder 2 can lag behind, that is to say middle cylinder 2, urceolus 1 vibrations are asynchronous, in like manner, cylinder 2 is also the same with inner core 3, so successively the benefit of buffering is well to have protected the internal construction of building structure, make it simple and economical.
Claims (1)
1. a novel earthquake-proof device, comprise urceolus (1), middle cylinder (2), inner core (3), rubber base plate (5) and electromagnetic damper (4); It is characterized in that: described antishock device is nested with inner core (3), middle cylinder (2) and urceolus (1) from inside to outside successively, is filled with between cylindrical shell that some are flexible, the solid material of viscosity, plays shock insulation and postpones the effect shaken; The node junction of each cylindrical shell is equipped with electromagnetic damper (4); Top and the bottom of described inner core (3), middle cylinder (2) and urceolus (1) are respectively equipped with neoprene bearing (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220684859 CN202954452U (en) | 2012-12-13 | 2012-12-13 | Novel seismic device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220684859 CN202954452U (en) | 2012-12-13 | 2012-12-13 | Novel seismic device |
Publications (1)
Publication Number | Publication Date |
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CN202954452U true CN202954452U (en) | 2013-05-29 |
Family
ID=48460031
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201220684859 Expired - Fee Related CN202954452U (en) | 2012-12-13 | 2012-12-13 | Novel seismic device |
Country Status (1)
Country | Link |
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CN (1) | CN202954452U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103469924A (en) * | 2013-09-29 | 2013-12-25 | 东南大学 | Electromagnetic energy consumption damper |
CN103590320A (en) * | 2013-11-25 | 2014-02-19 | 大连海事大学 | Stay cable vibration damper of cable-stayed bridge |
CN105804267A (en) * | 2016-06-01 | 2016-07-27 | 南京理工大学 | Multi-dimensional seismic mitigation and isolation device |
CN109811927A (en) * | 2019-03-19 | 2019-05-28 | 中国矿业大学 | Fire prevention shock isolating pedestal device and fire prevention shock isolation method under a kind of geological process |
-
2012
- 2012-12-13 CN CN 201220684859 patent/CN202954452U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103469924A (en) * | 2013-09-29 | 2013-12-25 | 东南大学 | Electromagnetic energy consumption damper |
CN103469924B (en) * | 2013-09-29 | 2015-08-19 | 东南大学 | Electromagnetic energy consumption damper |
CN103590320A (en) * | 2013-11-25 | 2014-02-19 | 大连海事大学 | Stay cable vibration damper of cable-stayed bridge |
CN103590320B (en) * | 2013-11-25 | 2016-08-17 | 大连海事大学 | A kind of vibration absorbing device for staying cables of bridge of cable-stayed bridge |
CN105804267A (en) * | 2016-06-01 | 2016-07-27 | 南京理工大学 | Multi-dimensional seismic mitigation and isolation device |
CN109811927A (en) * | 2019-03-19 | 2019-05-28 | 中国矿业大学 | Fire prevention shock isolating pedestal device and fire prevention shock isolation method under a kind of geological process |
CN109811927B (en) * | 2019-03-19 | 2023-11-14 | 中国矿业大学 | Fireproof and shock-insulation support device under earthquake action and fireproof and shock-insulation method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130529 Termination date: 20131213 |