CN202954452U - Novel seismic device - Google Patents

Novel seismic device Download PDF

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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
cylinder
seismic device
vibration
middle cylinder
urceolus
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Expired - Fee Related
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CN 201220684859
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Chinese (zh)
Inventor
陈斌
熊珍珍
敖芃
袁鹏
蒋玉波
王天春
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China University of Mining and Technology Beijing CUMTB
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China University of Mining and Technology Beijing CUMTB
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Priority to CN 201220684859 priority Critical patent/CN202954452U/en
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Publication of CN202954452U publication Critical patent/CN202954452U/en
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  • Vibration Prevention Devices (AREA)

Abstract

本实用新型涉及一种新型抗震装置,所述抗震装置由内向外依次嵌套有内筒、中筒和外筒,筒体之间填充有一些弹性的、粘滞性的固体材料,起到隔震和延迟震动的作用;各筒体的结点连接处安装有电磁阻尼器;所述内筒、中筒和外筒的顶部和底部分别设有橡胶支座,该一种新型抗震装置,采用钢框架-筒嵌筒的结构体系,且筒与筒之间设置电磁阻尼器,它们共同作用起到隔震和延迟震动的作用,逐层缓冲地震对建筑的影响,很好的保护了建筑物的内部结构,简单经济。

Figure 201220684859

The utility model relates to a novel anti-seismic device. The anti-seismic device is sequentially nested with an inner cylinder, a middle cylinder and an outer cylinder from the inside to the outside. vibration and delayed vibration; electromagnetic dampers are installed at the joints of each cylinder; the top and bottom of the inner cylinder, middle cylinder and outer cylinder are respectively provided with rubber bearings. This new type of anti-seismic device adopts The structural system of steel frame-tube embedded in the tube, and electromagnetic dampers are installed between the tubes, they work together to isolate and delay vibration, buffer the impact of earthquakes on the building layer by layer, and protect the building well The internal structure is simple and economical.

Figure 201220684859

Description

The novel earthquake-proof device
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)

1.一种新型抗震装置,包括外筒(1)、中筒(2)、内筒(3)、橡胶底座(5)和电磁阻尼器(4);其特征在于:所述抗震装置由内向外依次嵌套有内筒(3)、中筒(2)和外筒(1),筒体之间填充有一些弹性的、粘滞性的固体材料,起到隔震和延迟震动的作用;各筒体的结点连接处安装有电磁阻尼器(4);所述内筒(3)、中筒(2)和外筒(1)的顶部和底部分别设有橡胶支座(5)。 1. A new anti-seismic device, including an outer cylinder (1), a middle cylinder (2), an inner cylinder (3), a rubber base (5) and an electromagnetic damper (4); The inner cylinder (3), the middle cylinder (2) and the outer cylinder (1) are nested in sequence on the outside, and some elastic and viscous solid materials are filled between the cylinders to play the role of shock isolation and delay vibration; Electromagnetic dampers (4) are installed at joint joints of the cylinders; the top and bottom of the inner cylinder (3), middle cylinder (2) and outer cylinder (1) are respectively provided with rubber bearings (5).
CN 201220684859 2012-12-13 2012-12-13 Novel seismic device Expired - Fee Related CN202954452U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
CN 201220684859 CN202954452U (en) 2012-12-13 2012-12-13 Novel seismic device

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CN202954452U true CN202954452U (en) 2013-05-29

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Cited By (4)

* Cited by examiner, † Cited by third party
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

Cited By (7)

* Cited by examiner, † Cited by third party
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 Cable-stayed vibration damping device for a 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 A fireproof and seismic isolation bearing device and fireproof and seismic isolation method under earthquake action

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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