CN207211904U - Shock isolating pedestal - Google Patents
Shock isolating pedestal Download PDFInfo
- Publication number
- CN207211904U CN207211904U CN201721069820.1U CN201721069820U CN207211904U CN 207211904 U CN207211904 U CN 207211904U CN 201721069820 U CN201721069820 U CN 201721069820U CN 207211904 U CN207211904 U CN 207211904U
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- spacing ring
- reducing structure
- antidetonation
- shock reducing
- shock
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Abstract
The utility model discloses a kind of shock isolating pedestal, and it includes upper junction plate, lower connecting plate and the antidetonation component being placed between upper junction plate and lower connecting plate, and upper junction plate and lower connecting plate are used to be attached with building body, and damping is realized by antidetonation component therebetween.Wherein, antidetonation component includes some antidetonation monomers and each antidetonation monomer is socketed successively, and antidetonation monomer can be connected with upper junction plate and lower connecting plate respectively.Each antidetonation monomer includes connection sheet and the first spacing ring and the second spacing ring installed in connection sheet both sides, and the first spacing ring, connection sheet and the second spacing ring are wholely set.The first shock reducing structure and the second shock reducing structure are separately installed with the first spacing ring and the second spacing ring, first shock reducing structure abuts with the second shock reducing structure, damping is carried out by the first shock reducing structure and the second shock reducing structure, by the socket of the first spacing ring and the second spacing ring, can allow antidetonation monomer will not transversion malposition and destroy its structure.
Description
Technical field
It the utility model is related to a kind of building aseismicity structural member, more particularly to a kind of shock isolating pedestal.
Background technology
Shock isolating pedestal is the structure for architectural progress damping, allows building not damaged easily when by earthquake.It is public
Accuse number Chinese patent for being CN201362978Y and disclose a kind of rubber earthquake isolation support, it is alternately folded by rubber layer, fibrous layer
Close vulcanization to be formed, during the use of reality, although it can carry out damping by the buffering deformation of rubber layer, in horizontal stroke
To during damping, it can produce horizontal shearing force, and cross shear can damage to the structure of overlapping, and therefore, it is to sulphur
The requirement of chemical industry skill is higher, and comparision of production is difficult.
Utility model content
The purpose of this utility model is to provide a kind of shock isolating pedestal, and it passes through the setting of the first spacing ring and the second spacing ring
Fixed instead of sulfuration process, so as to reduce production difficulty, allow its production to become simple, conveniently.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of shock isolating pedestal, including upper junction plate, lower connecting plate and be placed in anti-between upper junction plate and lower connecting plate
Shake component, the antidetonation component includes some antidetonation monomers and each antidetonation monomer and is socketed successively, and antidetonation monomer can respectively with it is upper
Connecting plate and lower connecting plate connection, the antidetonation monomer include connection sheet and the first spacing ring installed in connection sheet both sides
And second spacing ring, the first shock reducing structure and the second damping are separately installed with first spacing ring and the second spacing ring
Body, each antidetonation monomer are socketed successively by the first spacing ring and the second spacing ring, first shock reducing structure and the second damping
Body abuts.
By using above-mentioned technical proposal, upper junction plate and lower connecting plate can allow whole shock isolating pedestal to be arranged on
On building body, damping is carried out by the antidetonation component between upper junction plate and lower connecting plate, antidetonation component passes through antidetonation monomer
Carry out mutually socket to be formed, by the socket of the first spacing ring and the second spacing ring, allow between each antidetonation monomer by level
Its attachment structure will not be destroyed during the shearing force in direction, without passing through vulcanization between the first shock reducing structure and the second shock reducing structure
Technique is attached, and so as to which the requirement to shock isolating pedestal production reduces, and then facilitates its production.
The utility model is further arranged to：The thickness sum of first shock reducing structure and the second shock reducing structure is respectively greater than
The depth of the depth of one spacing ring and the second spacing ring.
By using above-mentioned technical proposal, the thickness sum of the first shock reducing structure and the second shock reducing structure can be respectively greater than first
The depth of the depth of spacing ring and the second spacing ring, the first spacing ring and the second spacing ring is allowed after socket, with adjacent company
Gap between contact pin be present, the presence in the gap facilitates the first shock reducing structure and the second shock reducing structure Moveable shock.
The utility model is further arranged to：Stopper slot is formed between first shock reducing structure and the first spacing ring, it is described
Second spacing ring is placed in stopper slot.
By using above-mentioned technical proposal, the presence of stopper slot can be limited the second spacing ring, so as to each anti-
Shake closer during the connection of monomer, will not allow its structural instability due to loose.
The utility model is further arranged to：The depth of second spacing ring is more than the thickness of the second shock reducing structure.
By using above-mentioned technical proposal, the depth of the second spacing ring is more than the thickness of the second shock reducing structure, allows the second damping
Body is placed in the second spacing ring, therefore, the second spacing ring can be allowed to be partially embedded at beyond the second damping body thickness in stopper slot
It is fixed, so as to allow the first spacing ring and the second spacing ring stable connection.
The utility model is further arranged to：The appearance of second spacing ring is enclosed with cushion.
By using above-mentioned technical proposal, the setting of cushion, which can allow between the first spacing ring and the second spacing ring, to be carried out
Buffering, and then allow it also being capable of damping in horizontal force.
The utility model is further arranged to：First shock reducing structure and the second shock reducing structure use some vibration damping sheets with
And excessively piece is arranged at intervals to be formed.
By using above-mentioned technical proposal, by vibration damping sheet the first shock reducing structure and the second shock reducing structure can be allowed to subtract with buffering
The effect of shake, the setting of excessive piece, which can allow between vibration damping sheet, to stablize, so as to allow the first shock reducing structure and the second shock reducing structure
Structure is more stable.
The utility model is further arranged to：Between the vibration damping sheet and excessive piece and between vibration damping sheet and connection sheet
Bonded using adhesive.
By using above-mentioned technical proposal, vibration damping sheet and excessive piece are bonded using adhesive, allow the first shock reducing structure
It is more stable with the second shock reducing structure structure.
The utility model is further arranged to：Upper limit ring, the upper limit ring and are provided with the upper junction plate
One spacing ring is socketed, and second shock reducing structure is provided with the upper limit ring.
The utility model is further arranged to：Lower limit ring, the lower limit ring and are provided with the lower connecting plate
Two spacing rings are socketed, and first shock reducing structure is provided with the lower limit ring.
By using above-mentioned technical proposal, the setting of upper limit ring and lower limit ring can allow damping monomer and upper connection
The connection of plate and lower connection is more convenient, and the setting for installing shock reducing structure respectively in upper limit ring and lower limit ring can
Upper junction plate is allowed to carry out cooperation damping with each damping monomer with lower connecting plate.
In summary, the utility model has the advantages that：1st, allow and subtract by the first spacing ring and the second spacing ring
Shake component in the horizontal direction stress when, structure is more stable, so as to allow the bonding strength requirement between dampening assembly to reduce, so as to
Make production simpler, conveniently；2nd, the setting of upper limit ring and lower limit ring can allow damping monomer and upper junction plate and
The connection of lower connection is more convenient, and the setting for installing shock reducing structure respectively in upper limit ring and lower limit ring can allow and connect
Fishplate bar can carry out cooperation damping with lower connecting plate with each damping monomer.
Brief description of the drawings
Fig. 1 is the sectional view of the present embodiment；
Fig. 2 is antidetonation monomer sectional view.
In figure：1st, upper junction plate；11st, upper limit ring；2nd, lower connecting plate；21st, lower limit ring；3rd, antidetonation component；4th, antidetonation
Monomer；41st, connection sheet；42nd, the first spacing ring；43rd, the second spacing ring；431st, cushion；44th, the first shock reducing structure；45th, second subtracts
Shake body；46th, vibration damping sheet；47th, excessive piece；48th, stopper slot.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
A kind of shock isolating pedestal, is mainly used in the construction of earthquake-resistant structure, as shown in figure 1, it includes upper junction plate 1, lower company
Fishplate bar 2 and the antidetonation component 3 being placed between upper junction plate 1 and lower connecting plate 2, upper junction plate 1 and lower connecting plate 2 be used for
Building body is attached, and damping is realized by antidetonation component 3 therebetween.Wherein, antidetonation component 3 includes some antidetonation monomers 4 and each
Antidetonation monomer 4 is socketed successively, and antidetonation monomer 4 can be connected with upper junction plate 1 and lower connecting plate 2 respectively.Each antidetonation monomer 4 is equal
The first spacing ring 42 and the second spacing ring 43 including connection sheet 41 and installed in the both sides of connection sheet 41, the first spacing ring
42nd, the spacing ring 43 of connection sheet 41 and second is wholely set.Installed respectively in the first spacing ring 42 and the second spacing ring 43
There are the first shock reducing structure 44 and the second shock reducing structure 45, each antidetonation monomer 4 is covered successively by the first spacing ring 42 and the second spacing ring 43
Connect, and allow the first shock reducing structure 44 to be abutted with the second shock reducing structure 45, carried out by the first shock reducing structure 44 and the second shock reducing structure 45
Damping, by the socket of the first spacing ring 42 and the second spacing ring 43, can allow antidetonation monomer 4 will not transversion malposition and destroy
Its structure.
As shown in Fig. 2 the first shock reducing structure 44 and the second shock reducing structure 45 are using some vibration damping sheets 46 and excessive piece 47
It is arranged at intervals and is formed, vibration damping sheet 46 is formed using elastomeric material, and excessive piece 47 is formed using steel plate, and excessive piece 47 can also use
Fibrous layer is formed so that the structural strength of the first shock reducing structure 44 and the second shock reducing structure 45 is higher.In order to allow the first shock reducing structure 44
Entirety is formed with the second shock reducing structure 45, makes it more convenient when in use, by vibration damping sheet 46 and excessively between piece 47 and damping
Bonded between piece 46 and connection sheet 41 using adhesive, adhesive use neoprene adhesive, allows vibration damping sheet 46 and excessive piece 47
And vibration damping sheet 46 can realize preliminary consolidate with connection sheet 41.
As depicted in figs. 1 and 2, in order to the first shock reducing structure 44 and the second shock reducing structure 45 can be subtracted after conflict
Shake, when the first spacing ring 42 and the second spacing ring 43 are socketed, it is necessary to allow the first spacing ring 42 and adjacent connection sheet
Retaining between 41 and between the second spacing ring 43 and adjacent connection sheet 41 has gap, allows the first shock reducing structure 44 and the second damping
Body 45 can have the gap into row buffering.Therefore, the thickness sum of the first shock reducing structure 44 and the second shock reducing structure 45（a+b）It is big respectively
In the depth L1 of the first spacing ring 42 and depth L2 of the second spacing ring 43, i.e. a+b ＞ L1 and a+b ＞ L2.In the first damping
When the shock reducing structure 45 of body 44 and second contradict cooperation, gap can be allowed to be formed.
As depicted in figs. 1 and 2, in order to allow the first spacing ring 42 and the second spacing ring 43 in socket it is more stable,
Stopper slot 48 is formed between first shock reducing structure 44 and the first spacing ring 42, and the depth L2 of the second spacing ring 43 subtracts more than second
The thickness b of body 45 is shaken, therefore, the second spacing ring 43, which is placed in stopper slot 48, to be fixed.In addition, in the outer of the second spacing ring 43
Table is enclosed with cushion 431, and by cushion 431, row buffering can be entered by allowing between the first spacing ring 42 and the second spacing ring 43,
It during so as to stress in the horizontal direction, can be absorbed by cushion 431, and then allow its damping effect more preferably, general buffering
Layer 431 is formed using rubber.
As shown in figure 1, being provided with upper limit ring 11 on upper junction plate 1, lower limit ring 21 is provided with lower connecting plate 2, on
Spacing ring 11 is socketed with the first spacing ring 42, and lower limit ring 21 is socketed with the second spacing ring 43, realizes upper junction plate 1 and lower connection
The connection with damping monomer respectively of plate 2.In addition, the second shock reducing structure 45 is installed in upper limit ring 11, in lower limit ring 21
First shock reducing structure 44 is installed, so as to allow the first shock reducing structure 44 in damping monomer and the second shock reducing structure 45 will not be idle.
In use, lower connecting plate 2 is fixed, then antidetonation monomer 4 and lower connecting plate 2 are socketed, according to building
The gap built, add appropriate number of antidetonation monomer 4, be then socketed by upper junction plate 1 and antidetonation monomer 4, complete every
The assembling of bearing is shaken, finally upper junction plate 1 is fixed, so as to complete the installation of whole shock isolating pedestal.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (9)
1. a kind of shock isolating pedestal, including upper junction plate（1）, lower connecting plate（2）And it is placed in upper junction plate（1）And lower connecting plate
（2）Between antidetonation component（3）, it is characterized in that：The antidetonation component（3）Including some antidetonation monomers（4）And each antidetonation monomer
（4）It is socketed successively, and antidetonation monomer（4）Can respectively with upper junction plate（1）And lower connecting plate（2）Connection, the antidetonation monomer
（4）Including connection sheet（41）And installed in connection sheet（41）First spacing ring of both sides（42）And second spacing ring（43）,
First spacing ring（42）And second spacing ring（43）Inside it is separately installed with the first shock reducing structure（44）With the second shock reducing structure
（45）, each antidetonation monomer（4）Pass through the first spacing ring（42）With the second spacing ring（43）It is socketed successively, first damping
Body（44）With the second shock reducing structure（45）Abut.
2. shock isolating pedestal according to claim 1, it is characterized in that：First shock reducing structure（44）With the second shock reducing structure（45）
Thickness sum be respectively greater than the first spacing ring（42）Depth and the second spacing ring（43）Depth.
3. shock isolating pedestal according to claim 1, it is characterized in that：First shock reducing structure（44）With the first spacing ring（42）
Between form stopper slot（48）, second spacing ring（43）It is placed in stopper slot（48）It is interior.
4. shock isolating pedestal according to claim 1, it is characterized in that：Second spacing ring（43）Depth subtract more than second
Shake body（45）Thickness.
5. shock isolating pedestal according to claim 1, it is characterized in that：Second spacing ring（43）Appearance be enclosed with buffering
Layer（431）.
6. shock isolating pedestal according to claim 1, it is characterized in that：First shock reducing structure（44）And second shock reducing structure
（45）Use some vibration damping sheets（46）And excessive piece（47）It is arranged at intervals and is formed.
7. shock isolating pedestal according to claim 6, it is characterized in that：The vibration damping sheet（46）With excessive piece（47）Between and
Vibration damping sheet（46）With connection sheet（41）Between using adhesive bond.
8. shock isolating pedestal according to claim 1, it is characterized in that：The upper junction plate（1）On be provided with upper limit ring
（11）, the upper limit ring（11）With the first spacing ring（42）Socket, the upper limit ring（11）Described second is inside provided with to subtract
Shake body（45）.
9. shock isolating pedestal according to claim 1, it is characterized in that：The lower connecting plate（2）On be provided with lower limit ring
（21）, the lower limit ring（21）With the second spacing ring（43）Socket, the lower limit ring（21）Described first is inside provided with to subtract
Shake body（44）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069820.1U CN207211904U (en) | 2017-08-24 | 2017-08-24 | Shock isolating pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069820.1U CN207211904U (en) | 2017-08-24 | 2017-08-24 | Shock isolating pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211904U true CN207211904U (en) | 2018-04-10 |
Family
ID=61816624
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721069820.1U Active CN207211904U (en) | 2017-08-24 | 2017-08-24 | Shock isolating pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207211904U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726394A (en) * | 2020-12-29 | 2021-04-30 | 南通市交通建设工程有限公司 | Pin-connected panel public road bridge roof beam shock absorber support |
| CN113882245A (en) * | 2021-10-11 | 2022-01-04 | 马赫 | Shock-resistant bridge plate type rubber support |
-
2017
- 2017-08-24 CN CN201721069820.1U patent/CN207211904U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726394A (en) * | 2020-12-29 | 2021-04-30 | 南通市交通建设工程有限公司 | Pin-connected panel public road bridge roof beam shock absorber support |
| CN113882245A (en) * | 2021-10-11 | 2022-01-04 | 马赫 | Shock-resistant bridge plate type rubber support |
| CN113882245B (en) * | 2021-10-11 | 2023-11-28 | 陕西中宇交通规划设计有限公司 | Shock-resistant bridge plate type rubber support |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |