CN201261919Y - Vertical locating type lead shearing three-dimensional vibration isolation apparatus - Google Patents
Vertical locating type lead shearing three-dimensional vibration isolation apparatus Download PDFInfo
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- CN201261919Y CN201261919Y CNU200820109315XU CN200820109315U CN201261919Y CN 201261919 Y CN201261919 Y CN 201261919Y CN U200820109315X U CNU200820109315X U CN U200820109315XU CN 200820109315 U CN200820109315 U CN 200820109315U CN 201261919 Y CN201261919 Y CN 201261919Y
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Abstract
The utility model relates to a vertical limiting type lead shear three-dimensional vibration isolation device, which belongs to the field of the structural vibration isolation control and vibration control. A clamping plate type lead shear damper is arranged at the contact part between an outer guide rod for a disk spring in a vertical vibration isolation device and an external sealing sheet plate, an upper connecting plate generated vibration in the vertical direction under the excitation of vertical load, the vibration drives a lead block to perform shearing deformation, so that the shearing deformation is provided for the three-dimensional vibration isolation device. Meanwhile, a vertical limitator is arranged between the outer guide rod and the external sealing sheet plate, the rebounding of the disk spring can be effectively controlled in a second, the vertical limitator also has the plate clamping effect, and the horizontal pre-pressure is applied to the structure to prevent the lead from being extruded. The utility model has simple structure and stable performance, and can be suitable for any occasion applied to the second vibration of the building induced by the traffic and the prior three-dimensional vibration isolation device, so as to isolate the ground vibration and reduce the dynamic response of the structure and the equipment.
Description
Technical field
The utility model relates to a kind of vertical spacing-type lead shearing three-dimensional vibration isolation device, this device is combined by lead rubber bearing, disk spring, plumbous damping and vertical spacing device, has the vertical spacing function, be mainly used in the basic vibration isolation of buildings such as house and bridge, also can be applicable to the equipment vibration isolation.Belong to structures isolation effect control and vibration isolation field.
Background technology
Earthquake isolating equipment changes the dynamic characteristics of superstructure to building superstructure and foundation " isolation ", can greatly alleviate the dynamic action of earthquake to superstructure, thereby reach the damping effect of " defeating a force with a tenderness ".The research of building foundation isolation mounting is a lot, but mainly concentrates on horizontal vibration isolation direction, and the three-dimensional vibration isolating device that can effectively isolate vertical motion is few in number.The lead rubber bearing shock insulation is a kind of comparatively ripe engineering level seismic isolation technology in the horizontal direction, and the shear strain by lead for retractable pencil provides damping force, dissipation horizontal direction seismic energy.Thick rubber laminated rubber bases of in the vertical direction or disk spring can only reduce the vertical rigidity of structure, vertical damping is not provided, the vertical energy of earthquake effectively can not dissipate, and can not suppress the amplification of resonance region, the vibration isolation lead damper that present disk spring is adopted mostly is built-in damping, and processing, installation, monitoring and maintenance are equal inconvenient.The disk spring device belongs to loosely connected system in addition, exists the situation of upwards bounce-back to take place, and controls the vibration isolation function failure that improper meeting causes system.
The utility model content
Can not effectively provide vertical damping, damper that the situation generation that the position is unreasonable and solution dish spring rebounds and causes the isolation mounting actual effect is set in order to overcome existing three-dimensional isolation device, the utility model provides a kind of novel three-dimensional vibration isolating device, this three-dimensional vibration isolating device can not only provide vertical damping effectively, more can conveniently install, overhaul and safeguard, and can control vertical deflection, assurance device can operate as normal.
To achieve these goals, the utility model has been taked following technical scheme.The utility model comprises upper junction plate, lead rubber bearing, disk spring and the lower connecting plate of fixedlying connected with superstructure.Fixedlying connected with upper junction plate in the top of lead rubber bearing, fixedlys connected with substructure in the bottom.Disk spring is placed between upper junction plate and the lower connecting plate and carries out spacing by the interior guide peg of fixedlying connected with upper junction plate with the outer guide peg of fixedlying connected with lower connecting plate.Also include and be arranged on the outer guide peg covering steel plate outside, that fixedly connected with upper junction plate, the covering steel plate with outside the corresponding position of guide peg the two be provided with groove, in groove, be perfused with lead.
The both sides along continuous straight runs of guide peg is provided with the through hole through outer guide peg outside, and the diameter of through hole is greater than the diameter of spacing screw rod, and spacing screw rod is arranged in this through hole and its two ends are passed this through hole and fixedlyed connected with the covering steel plate.Spacing screw rod can move with the covering steel plate, and spacing screw rod can move up and down in the through hole of guide peg outside, up spacingly do not stress fully to the dish spring, descending spacingly flatten fully to the dish spring.
Groove on the described covering steel plate runs through the covering steel plate, the fixedly connected sealing lead steel plate that is useful on lead in the sealed groove in the outside of covering steel plate.
The utility model guide peg and last envelope steel plate inside outside is provided with lead shear damper.The vibration that three-dimensional vibration isolating device upper junction plate under the excitation of vertical load produces vertical direction, this vibration drives lead shear strain, thereby provides vertical damping power for three-dimensional vibration isolating device.Between guide peg and the covering steel plate vertical spacing device is set outside simultaneously, the guide peg both sides are provided with through hole outside, fixedly connected with the covering steel plate in the two ends of spacing screw rod, and move with the covering steel plate, spacing screw rod can move up and down in the through hole of guide peg outside, not up spacingly do not stress fully to disk spring, descending spacingly flatten fully to disk spring.Spacing screw rod can effectively be controlled the bounce-back of instantaneous dish spring, and this stopping means has the clamping plate effect simultaneously, and structure is applied level to precompression, prevents that the extruding after the plumbous surrender from losing.
The beneficial effects of the utility model are: the lead damper in the utility model provides vertical damping, and its position makes things convenient for installation, maintenance and detection; The use of spacing screw rod has guaranteed the normal function of use of system under big displacement situation, out-of-control condition can not occur when disk spring rebounds.Simultaneously can avoid excessive lead loss, for the normal use of installing provides safeguard.
Simple in structure, stable performance, practical of the present utility model, have wide range of applications, secondary vibration applicable to building that traffic is brought out, and any occasion that existing three-dimensional isolation device was suitable for is to isolate earth shock, reduce the dynamic response of structure, can be applied to simultaneously the vibratory equipment bottom, with the vibration effect of xegregating unit vibration to surrounding environment.
Description of drawings
Fig. 1 represents planar configuration figure of the present utility model
The A-A sectional drawing of Fig. 2 presentation graphs 1
The B-B sectional drawing of Fig. 3 presentation graphs 1
Among the figure: 1, upper junction plate, 2, lower connecting plate, 3, disk spring, 4, the vertical spacing screw rod, 5, lead, 6, sealing lead steel plate, 7, the sealing lead bolt, 8, stop nut, 9, outer guide peg, 10, interior guide peg, 11, the covering steel plate, 12, connecting bolt, 13, lead rubber bearing.
Specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing:
The three-dimensional vibration isolating device that present embodiment is made up of the horizontal vibration isolating suspension of lead for retractable pencil laminated rubber, disk spring and lead damper with vertical earthquake isolating function.Concrete structure such as Fig. 1～shown in Figure 3, comprise outer guide peg 9, covering steel plate 11, upper junction plate 1, lower connecting plate 2, lead rubber bearing 13 and disk spring 3.Upper junction plate 1 is fixedlyed connected with superstructure.Fixedlying connected with substructure in the bottom of lead rubber bearing 13, fixedlys connected with lower connecting plate 2 by connecting bolt 12 in top.Disk spring 3 is placed between upper junction plate 1 and the lower connecting plate 2, and to carry out the left and right sides spacing by interior guide peg 10 with outer guide peg 9, and interior guide peg 10 rigidly connects with upper junction plate 1, and outer guide peg 9 rigidly connects with lower connecting plate 2.Outer guide peg 9 and interior guide peg 10 are guiding devices of disk spring 3, and outer guide 9 should guarantee enough little friction factor with the surface that interior guide peg 10 contacts with disk spring 3, thereby can guarantee being free to slide of disk spring 3.Disk spring 3 has certain space with the edge of outer guide peg 9 and interior guide peg 10, to guarantee the horizontal movement of disk spring.
As Fig. 2, shown in Figure 3, covering steel plate 11 rigidly connects with upper junction plate 1, and is arranged on the outside of outer guide peg 9.Covering steel plate 11 with outside the part that contacts of guide peg 9 the two be provided with rectangular recess, and the groove on the covering steel plate 11 runs through the covering steel plate, in the groove of covering steel plate 11 and outer guide peg 9, pour into lead 5, lead 5 is enclosed in the rectangular recess by sealing lead steel plate 6.Sealing lead steel plate 6 guarantees that convenient filling is plumbous, and in use can check the working condition of plumbous damping at any time, mends plumbous at any time.
As shown in Figure 1, the both sides along continuous straight runs of guide peg 9 is provided with the through hole that runs through outer guide peg 9 outside, and spacing screw rod 4 is arranged in this through hole, and the diameter of through hole is greater than the diameter of spacing screw rod 4.Corresponding position, two ends at covering steel plate 11 and spacing screw rod 4 is provided with bolt hole, and through hole on the outer guide peg 9 and the bolt hole on the covering steel plate 11 are passed in the two ends of spacing screw rod 4, and tightens by stop nut 8, and it is fixedlyed connected with covering steel plate 11.Spacing screw rod 4 can be with covering steel plate 11 motion, and spacing screw rod 4 can move up and down in the through hole of guide peg 9 outside, up spacingly do not stress fully to the dish spring, descending spacingly flatten fully to the dish spring.Spacing screw rod 4 has vertically spacing function, has horizontal precompressed simultaneously and adjusts hole function between outer guide peg 9 and the covering steel plate 11 at any time, does not occur leaking phenomenon generations such as lead in the assurance use.
In the present embodiment, upper junction plate 1 links with the superstructure of building, and the deadweight of building is delivered to horizontal isolation mounting by its surface that contacts with disk spring then is passed to the building foundation.The covering steel plate 11 of upper junction plate 1 has enough thickness so both can improve the horizontal rigidity of vertical isolation mounting, guarantees to be provided with the rigidity requirement that can satisfy system behind the lead groove again.Vertical spacing screw rod 4 provides the horizontal rigidity of another direction, and the through hole of outer guide peg 9 should be provided with smooth, guarantees that vertical spacing screw rod 4 non-resistance in through hole moves.
Present embodiment is provided with the rectangle lead shear damper in guide peg 9 and the covering steel plate 11 outside and provides vertical damping for three-dimensional vibration isolating device, clamping plate type vertical spacing device also is set outside, to guarantee that three-dimensional vibration isolating device out-of-control condition can not occur when disk spring rebounds between guide peg 9 and the covering steel plate 11.
Spacing-type lead shearing three-dimensional vibration isolation device in the present embodiment, the disk spring diameter is smaller, needs the superimposed back of a plurality of dish springs involutory, so that suitable vertical rigidity is provided, controls the height of isolation mounting as far as possible, thus work that can safety and stability.This device is regulated its vertical rigidity by the change to the disk spring parameter, and the groove area by the shearing damp device changes vertical damping is regulated, to reach the purpose of effective separating vibration, guarantee the intact work of vertical isolation mounting by the vertical spacing device, simultaneously can precompressed cube shearing damp device guarantee the operating efficiency of lead damper.The three-dimensional vibration isolating device that the utility model proposes is simple in structure, designs, processes and install all and realize easily, and maintenance and maintenance are all very convenient, are a kind of effective vibration isolation control device.
Claims (3)
1, vertical spacing-type lead shearing three-dimensional vibration isolation device comprises upper junction plate (1), lead rubber bearing (13), disk spring (3) and the lower connecting plate (2) of fixedlying connected with superstructure; Fixedlying connected with upper junction plate (2) in the top of lead rubber bearing (13), fixedlys connected with substructure in the bottom; Disk spring (3) is placed between upper junction plate (1) and the lower connecting plate (2) and carries out spacing by the interior guide peg (10) of fixedlying connected with upper junction plate (1) with the outer guide peg (9) of fixedlying connected with lower connecting plate (2); It is characterized in that: also include and be arranged on outer guide peg (9) covering steel plate (11) outside, that fixedly connected with upper junction plate (1), covering steel plate (11) and outside the corresponding position of guide peg (9) the two be provided with groove, in groove, be perfused with lead (5).
2, vertical spacing-type lead shearing three-dimensional vibration isolation device as claimed in claim 1, it is characterized in that: the both sides along continuous straight runs of guide peg (9) is provided with through the through hole of outer guide peg (9) outside, the diameter of through hole is greater than the diameter of spacing screw rod (4), and spacing screw rod (4) is arranged in this through hole and its two ends are passed this through hole and fixedlyed connected with covering steel plate (11).
3, vertical spacing-type lead shearing three-dimensional vibration isolation device as claimed in claim 1, it is characterized in that: the groove on the described covering steel plate (11) runs through covering steel plate (11), the fixedly connected sealing lead steel plate (6) that is useful on lead in the sealed groove (5) in the outside of covering steel plate (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820109315XU CN201261919Y (en) | 2008-07-18 | 2008-07-18 | Vertical locating type lead shearing three-dimensional vibration isolation apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820109315XU CN201261919Y (en) | 2008-07-18 | 2008-07-18 | Vertical locating type lead shearing three-dimensional vibration isolation apparatus |
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| Publication Number | Publication Date |
|---|---|
| CN201261919Y true CN201261919Y (en) | 2009-06-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200820109315XU Expired - Fee Related CN201261919Y (en) | 2008-07-18 | 2008-07-18 | Vertical locating type lead shearing three-dimensional vibration isolation apparatus |
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| CN (1) | CN201261919Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101333829B (en) * | 2008-07-18 | 2010-06-02 | 北京工业大学 | Vertical spacing -type lead shearing three-dimensional vibration isolation device |
| CN103233529A (en) * | 2013-05-21 | 2013-08-07 | 上海大学 | Three-dimensional tuned mass damper device with clamping groove |
| CN104481046A (en) * | 2014-12-03 | 2015-04-01 | 上海大学 | Energy dissipation three-dimensional isolation bearing with oblique slide damping |
| CN108825695A (en) * | 2018-07-23 | 2018-11-16 | 佛山科学技术学院 | A kind of three-dimensional arrangement shock insulation spring fastening |
| CN112145620A (en) * | 2020-10-19 | 2020-12-29 | 西南科技大学 | Three-way magnetic force self-adaptive resistance-adjusting composite vibration isolation device |
| CN112177056A (en) * | 2020-09-21 | 2021-01-05 | 中国海洋石油集团有限公司 | Three-dimensional seismic isolation and reduction device for low-temperature storage tank |
| CN113605244A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | Support connecting device suitable for self-anchored suspension bridge and tower beam displacement adapting method |
-
2008
- 2008-07-18 CN CNU200820109315XU patent/CN201261919Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101333829B (en) * | 2008-07-18 | 2010-06-02 | 北京工业大学 | Vertical spacing -type lead shearing three-dimensional vibration isolation device |
| CN103233529A (en) * | 2013-05-21 | 2013-08-07 | 上海大学 | Three-dimensional tuned mass damper device with clamping groove |
| CN103233529B (en) * | 2013-05-21 | 2015-07-29 | 上海大学 | A kind of three-dimensional tuned mass damper device with draw-in groove |
| CN104481046A (en) * | 2014-12-03 | 2015-04-01 | 上海大学 | Energy dissipation three-dimensional isolation bearing with oblique slide damping |
| CN104481046B (en) * | 2014-12-03 | 2017-06-06 | 上海大学 | A kind of oblique slip damping energy dissipation three-dimensional shock isolation support |
| CN108825695A (en) * | 2018-07-23 | 2018-11-16 | 佛山科学技术学院 | A kind of three-dimensional arrangement shock insulation spring fastening |
| CN112177056A (en) * | 2020-09-21 | 2021-01-05 | 中国海洋石油集团有限公司 | Three-dimensional seismic isolation and reduction device for low-temperature storage tank |
| CN112177056B (en) * | 2020-09-21 | 2022-02-01 | 中国海洋石油集团有限公司 | Three-dimensional seismic isolation and reduction device for low-temperature storage tank |
| CN112145620A (en) * | 2020-10-19 | 2020-12-29 | 西南科技大学 | Three-way magnetic force self-adaptive resistance-adjusting composite vibration isolation device |
| CN113605244A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | Support connecting device suitable for self-anchored suspension bridge and tower beam displacement adapting 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: 20090624 |