CN105971358A - Pulling-resistant and pressing-resistant sliding shock-isolation column - Google Patents
Pulling-resistant and pressing-resistant sliding shock-isolation column Download PDFInfo
- Publication number
- CN105971358A CN105971358A CN201610436794.5A CN201610436794A CN105971358A CN 105971358 A CN105971358 A CN 105971358A CN 201610436794 A CN201610436794 A CN 201610436794A CN 105971358 A CN105971358 A CN 105971358A
- Authority
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- China
- Prior art keywords
- bracing frame
- cutting ferrule
- pin
- bearing pin
- described upper
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a pulling-resistant and pressing-resistant sliding shock-isolation column which comprises an upper supporting assembly, a supporting column and a lower supporting assembly. The upper supporting assembly and the lower supporting assembly are both provided with anchoring elements, a connection plate, a guide rail, a clamping sleeve, a pin shaft and pin shaft supporting partition boards. The anchoring elements are fixed to one side face of the corresponding connection plate, the other side face of each connection plate is connected with the corresponding guide rail, each guide rail is sleeved with the corresponding clamping sleeve, each clamping sleeve is at least fixedly provided with a pair of pin shaft supporting partition boards, and the pin shafts are rotationally installed on the pin shaft supporting partition boards; the two ends of the supporting column are fixed between the pin shaft in the upper supporting assembly and the pin shaft in the lower supporting assembly; the upper supporting assembly and the lower supporting assembly are oppositely arranged in a crossed mode. The shock-isolation column is high in pulling resistance and pressing resistance, can break through the limitation that the height-width ratio of a building structure is smaller than 4, is more suitable for a tall building structure, is low in manufacturing cost, convenient to assemble, convenient to overhaul and wider in application range, and does not pollute the environment.
Description
Technical field
The present invention relates to technical field of isolation, particularly relate to a kind of Anti-pull-press sliding isolation post.
Background technology
Earthquake, to building or the destruction of other facilities, is mainly caused by the horizontal force of earthquake, anti-
Tension and compression sliding isolation post can effectively reduce the horizontal earthquake action of earthquake, make structure from the destruction of earthquake,
Thus human life and the property in building is protected.
At present in terms of opposing horizontal earthquake effect, mainly use rubber earthquake isolation support.But due to rubber every
The tensile property of shake bearing is more weak, and the application of rubber earthquake isolation support is limited by the depth-width ratio of building structure, typically
The depth-width ratio of structure can not be more than 4.
Summary of the invention
An object of the present invention is to provide a kind of Anti-pull-press sliding isolation post, and the present invention has tension effect,
The restriction less than 4 of the building structure depth-width ratio can be broken through, so that range is more extensive.
The present invention is solved prior art problem and is realized by following technical proposals:
A kind of Anti-pull-press sliding isolation post includes a support component, described upper prop up a support component include anchoring piece,
Upper junction plate, upper rail, upper cutting ferrule, upper pin and upper pin supporting clapboard；
Lower supporting assembly, described lower supporting assembly include lower anchoring piece, lower connecting plate, lower guideway, lower cutting ferrule,
Lower bearing pin and lower bearing pin supporting clapboard；
Support column, described support column one end connects described upper pin, and the other end connects described lower bearing pin；Wherein,
Described upper anchoring piece is fixed on described upper junction plate one side, and the another side of described upper junction plate arranges institute
Stating upper rail, described upper cutting ferrule one side is set on described upper rail, solid on described upper cutting ferrule another side
Surely having at least one pair of described upper pin supporting clapboard, described upper pin is pivotally arranged on and supports with upper pin
On dividing plate, two described upper pin supporting clapboards are separately positioned on described support column and are connected with described upper pin
The both sides of end position；
Described lower anchoring piece is fixed on described lower connecting plate one side, and the another side of described lower connecting plate sets
Putting described lower guideway, described lower cutting ferrule one side is set on described lower guideway, described lower cutting ferrule another side
On be fixed with at least one pair of described lower bearing pin supporting clapboard, described lower bearing pin is pivotally arranged on described downside pin
On axle supporting clapboard；
Described upper support component is arranged relative to decussation with lower supporting assembly.
Further, two support group framves it have been at least connected with between described upper pin and lower bearing pin；Wherein, one
Individual support group frame includes the first bracing frame and the second bracing frame, another support group frame include the 3rd bracing frame and
4th bracing frame；
One end of described first bracing frame and the second bracing frame is both connected to the same position of described lower bearing pin one end
On, the other end of described second bracing frame and one end of the 3rd bracing frame are both connected to described upper pin one end
In same position, the described other end of the 3rd bracing frame and one end of the 4th bracing frame are both connected to described downside pin
In the same position of the other end of axle, the other end of described first bracing frame and the 4th bracing frame is both connected to institute
State in the same position of the upper pin other end；
Support with the 3rd bracing frame and the 4th on the common end position of described first bracing frame and the second bracing frame
Lower bearing pin supporting clapboard described in a pair, described second bracing frame and it is provided with on the common end position of frame
It is all provided with on the common end position of the first bracing frame and the 4th bracing frame on the common end position of three bracing frames
It is equipped with upper pin supporting clapboard described in a pair.
Further, between described upper pin and lower bearing pin, connection has six support group framves.
Further, described upper rail is π type structure, and described upper cutting ferrule is the class mountain font corresponding with π type；
And/or,
Described lower guideway is π type structure, and described lower cutting ferrule is the class mountain font corresponding with π type.
Further, the groove on the both sides on described upper rail is provided with multiple ribbed stiffener；And/or,
The groove on the both sides on described lower guideway is provided with multiple ribbed stiffener.
Further, described upper rail is provided with silica gel plug with the port, connection gap of upper cutting ferrule；And/or,
Described lower guideway is provided with silica gel plug with the port, connection gap of lower cutting ferrule.
Further, the inner surface of described upper cutting ferrule groove is bonded with the first modified Teflon plate；With/
Or,
It is bonded with the second modified Teflon plate on the inner surface of described lower cutting ferrule groove.
Further, described upper rail is bonded with threeth corresponding with described first modified Teflon plate
Modified Teflon plate；And/or,
The modified polytetrafluoro of fourth corresponding with described second modified Teflon plate it is bonded with on described lower guideway
Vinyl plate.
Further, described upper junction plate being fixedly connected with bolt collar, described upper anchoring piece passes through spiral shell
Stricture of vagina or welding are connected with described upper bolt collar；And/or,
Be fixedly connected with lower bolt collar on described lower connecting plate, described lower anchoring piece by screw thread or welding with
Described lower bolt collar connects.
Further, described upper rail, upper cutting ferrule, upper support column, upper support frame, upper pin and/or upper pin
Axle supporting clapboard is rigid structure；And/or,
Described lower guideway, lower cutting ferrule, lower support column, lower bracing frame, lower bearing pin and/or lower bearing pin supporting clapboard
For rigid structure.
Beneficial effects of the present invention: the tension compressive property of the shock insulation post that the present invention provides is higher, can break through
The restriction less than 4 of the building structure depth-width ratio, is more suitable for high-rise buildings structure, and present configuration is stable,
Isolating affection is good, and cost is low, easy to assembly, free from environmental pollution, and maintenance is also convenient for, and range is more extensive.
Accompanying drawing explanation
Fig. 1 is the perspective view of the shock insulation post described in the embodiment of the present invention；
Fig. 2 is the structural representation of shock insulation post of the present invention；
Fig. 3 is the partial enlarged drawing in Tu2Zhong A district.
In figure:
11, upper anchoring piece；12, upper junction plate；13, upper rail；14, upper cutting ferrule；15, upper pin；16、
Upper pin supporting clapboard；17, upper bolt collar；21, lower anchoring piece；22, lower connecting plate；23, lower guideway；
24, lower cutting ferrule；25, lower bearing pin；26, lower bearing pin supporting clapboard；27, lower bolt collar；3, support column；
41, the first bracing frame；42, the second bracing frame；43, the 3rd bracing frame；44, the 4th bracing frame；5, add
Strength rib；6, silica gel plug；7, lateral resisting key；81, the first modified Teflon plate；82, second changes
Property polyfluortetraethylene plate.
Detailed description of the invention
The present invention is described in detail below in conjunction with detailed description of the invention.It should be noted that, in following embodiment
The technical characteristic described or the combination of technical characteristic are not construed as isolating, and they can be by mutually
Combine thus reach superior technique effect.
As Figure 1-3, a kind of Anti-pull-press sliding isolation post of the present invention includes a support component, upper support
Assembly includes 11, upper junction plate 12, upper rail 13, upper cutting ferrule 14, upper pin 15 and upper pin support every
Plate 16；
Lower supporting assembly, lower supporting assembly includes lower anchoring piece 21, lower connecting plate 22, lower guideway 23, lower card
Set 24, lower bearing pin 25 and lower bearing pin supporting clapboard 26.
Support column 3, support column 3 one end is connected on the medium position of upper pin 15, and the other end is connected to down
On the medium position of bearing pin 25；Wherein, 11 are fixed on upper junction plate 12 one side, upper junction plate 12
Another side arranges upper rail 13, and upper cutting ferrule 14 one side is set on upper rail 13, upper cutting ferrule 14 another
Being fixed with at least one pair of upper pin supporting clapboard 16 on side, upper pin 15 is pivotally arranged on and upper pin
On supporting clapboard 16.Two upper pin supporting clapboards 16 are separately positioned on support column 3 with upper pin 15 even
The both sides of the end position connect.
Lower anchoring piece 21 is fixed on lower connecting plate 22 one side, and the another side of lower connecting plate 22 is arranged down
Guide rail 23, lower cutting ferrule 24 one side is set on lower guideway 23, lower cutting ferrule 24 another side is fixed with to
Few a pair lower bearing pin supporting clapboard 26, lower bearing pin 25 is pivotally arranged on lower bearing pin supporting clapboard 26.
Two lower bearing pin supporting clapboards 26 are separately positioned on support column 3 end position that is connected with lower bearing pin 25
Both sides.
Upper support component is arranged relative to decussation with lower supporting assembly.
Support column 3 can be fixed by welding on upper pin 15 and lower bearing pin 25.
Cutting ferrule is tightly placed on guide rail, and unidirectional reciprocating motion is made in the direction only along guide rail so that support
Post 3 can be made level and slide along guide rail direction, it is achieved thereby that the tension crushing resistance of shock insulation post.The present invention
Cutting ferrule length along guide rail direction use extension design, provide bending resistance end for support column 3 so that cutting ferrule
Shared the moment of flexure that major part produces because of horizontal force along guide rail direction, isolating affection is more preferable.
Upper anchoring piece 11 and lower anchoring piece 21 are L-shaped, in the Cross Elastic Beam embedding building.By
Arrange in upper rail 13 and lower guideway 23 separate type in decussation, and upper cutting ferrule 14 and lower cutting ferrule 24
Separate type in decussation is arranged, and slides from a kind of motion concept to effectively being drawn for decussation first
Entering the condition that creates in Practical Project, the release bonding the moment of flexure that guide rail produces for cutting ferrule provides space bar
Part, remain simultaneously upper and lower two Cross Elastic Beam intersection points can independently not hinder ground, move in a limited degree excellent
Gesture.The present invention designs close structure, it is possible to combining with engineering is actual, practical, isolating affection is more preferable.
Upper junction plate 12 and lower connecting plate 22 can be separately fixed at upper rail 13 and lower guideway 23 by welding
On, upper pin supporting clapboard 16 and lower bearing pin supporting clapboard 26 can be separately fixed at upper cutting ferrule by welding
14 and lower cutting ferrule 24 on.
Two support group framves it have been at least connected with between upper pin 15 and lower bearing pin 25；Wherein, a support group
Frame includes the first bracing frame 41 and the second bracing frame 42, and another support group frame includes the 3rd bracing frame 43 He
4th bracing frame 44.
One end of first bracing frame 41 and the second bracing frame 42 is both connected to the same position of lower bearing pin 25 one end
On, the other end of the second bracing frame 42 and one end of the 3rd bracing frame 43 are both connected to upper pin 15 one end
In same position, the other end of the 3rd bracing frame 43 and one end of the 4th bracing frame 44 are both connected to lower bearing pin
In the same position of the other end of 25, the other end of the first bracing frame 41 and the 4th bracing frame 44 is both connected to
In the same position of upper pin 15 other end.
With the 3rd bracing frame 43 and the 4th on the common end position of the first bracing frame 41 and the second bracing frame 42
A pair lower bearing pin supporting clapboard 26, the second bracing frame 42 it is provided with on the common end position of bracing frame 44
Hold with the first bracing frame 41 and the common of the 4th bracing frame 44 with on the common end position of the 3rd bracing frame 43
A pair upper pin supporting clapboard 16 it is provided with on position, portion.Bracing frame can by welding with upper pin 15 and
Lower bearing pin 25 is fixing to be connected.
Preferably, between upper pin 15 and lower bearing pin 25, connection has six support group framves.Each two support group
Part is one group, three groups of connected modes propping up support component refer to above-mentioned first bracing frame the 41, second bracing frame 42,
3rd bracing frame 43 and the connected mode of the 4th bracing frame 44, does not repeats them here.
Bearing pin supporting clapboard can ensure that the rotation of bearing pin, and can support column 3 and bracing frame be delivered to
Power on bearing pin once again passes to card and puts.Bearing pin can discharge support column 3 and bracing frame end moment of flexure with fall
The low moment of flexure that because of cutting ferrule, guide rail is bonded generation.The vertical supporting distributing design of support column 3 and bracing frame keeps away
Open the disadvantage that the end moment of flexure of conventional upright support column is big, relatively uniform for power has been delivered to guide rail, reduces
Stress concentrates the destruction produced, so that structure is more firm, isolating affection is more preferable.
Upper rail 13 and lower guideway 23 are π type structure, and upper cutting ferrule 14 is corresponding with π type with lower cutting ferrule 24
Class mountain font structure.The lateral resisting key 7 at font cutting ferrule center, class mountain makes cutting ferrule 14 and lower cutting ferrule 24
The lateral force being subject to obtains uniform distribution so that structure is more stable, and isolating affection significantly improves.
The groove on the both sides on upper rail 13 and lower guideway 23 is provided with multiple ribbed stiffener 5；Ribbed stiffener 5
Enable to the rigidity that cutting ferrule keeps enough along guide rail direction.Ribbed stiffener 5 can be fixed by welding in
On guide rail 13 and lower guideway 23.
The port, connection gap of upper rail 13 and upper cutting ferrule 14 is provided with silica gel plug 6, lower guideway 23 with
The port, connection gap of lower cutting ferrule 24 is also equipped with silica gel plug 6.Silica gel plug 6 is prevented from dust and falls
Enter in the gap of guide rail and cutting ferrule, cause guide rail and cutting ferrule to slide and be obstructed.
It is bonded with the first modified Teflon plate 81, on upper rail 13 on the inner surface of upper cutting ferrule 14 groove
It is bonded with the second modified Teflon plate 82 corresponding with the first modified Teflon plate 81；Lower cutting ferrule
It is bonded with the 3rd modified Teflon plate on the inner surface of 24 grooves, lower guideway 23 is bonded with and changes with the 3rd
The 4th modified Teflon plate that property polyfluortetraethylene plate is corresponding.
The setting of modified Teflon plate can reduce the frictional force between cutting ferrule and guide rail such that it is able to has
The horizontal pull that effect produces when alleviating earthquake.
Be fixedly connected with bolt collar 17 on upper junction plate 12, upper anchoring piece 11 by screw thread or welding with
Upper bolt collar 12 connects.Being fixedly connected with lower bolt collar 27 on lower connecting plate 22, lower anchoring piece 21 leads to
Cross screw thread or welding is connected with lower bolt collar 27.
Upper rail 13, upper cutting ferrule 14, support column 3, bracing frame, upper pin 15 and/or upper pin support every
Plate 16 is rigid structure；Lower guideway 23, lower cutting ferrule 24, lower bearing pin 25 and/or lower bearing pin supporting clapboard 26
For rigid structure.The design of rigid structure makes shock insulation rod structure more firm, and isolating affection becomes apparent from.
In sum, the tension compressive property of the shock insulation post that the present invention provides is higher, can break through building structure
The depth-width ratio restriction less than 4, is more suitable for high-rise buildings structure, and present configuration is stable, and shock insulation is imitated
The best, cost is low, easy to assembly, free from environmental pollution, and maintenance is also convenient for, and range is more extensive.
Although indeed, it will be appreciated that have been carried out description above by the example of the present invention, but to this
What invention was made will be apparent to those skilled in the science is so considered as with other improvement and change
Fall into as in broad range of the present invention in this paper.Therefore, although the present invention reference has been made to preferred reality
The mode of executing is described, but, its meaning is not that the equipment making tool novelty is restricted therefrom, on the contrary,
It is intended to the various improvement within the broad range including meeting part disclosed above, claim and equivalent is repaiied
Change.
Claims (10)
1. an Anti-pull-press sliding isolation post, it is characterised in that including:
Upper support component, a described upper support component include anchoring piece, upper junction plate, upper rail, upper cutting ferrule,
Upper pin and upper pin supporting clapboard；
Lower supporting assembly, described lower supporting assembly include lower anchoring piece, lower connecting plate, lower guideway, lower cutting ferrule,
Lower bearing pin and lower bearing pin supporting clapboard；
Support column, described support column one end connects described upper pin, and the other end connects described lower bearing pin；Wherein,
Described upper anchoring piece is fixed on described upper junction plate one side, and the another side of described upper junction plate is arranged
Described upper rail, described upper cutting ferrule one side is set on described upper rail, on described upper cutting ferrule another side
Being fixed with at least one pair of described upper pin supporting clapboard, described upper pin is pivotally arranged on described upper pin
On supporting clapboard；
Described lower anchoring piece is fixed on described lower connecting plate one side, and the another side of described lower connecting plate sets
Putting described lower guideway, described lower cutting ferrule one side is set on described lower guideway, described lower cutting ferrule another side
On be fixed with at least one pair of described lower bearing pin supporting clapboard, described lower bearing pin is pivotally arranged on described downside pin
On axle supporting clapboard；
Described upper support component is arranged relative to decussation with lower supporting assembly.
2. a kind of Anti-pull-press sliding isolation post as claimed in claim 1, it is characterised in that described upper pin
And between lower bearing pin, it has been at least connected with two support group framves；Wherein, a support group frame includes the first bracing frame
With the second bracing frame, another support group frame includes the 3rd bracing frame and the 4th bracing frame；
One end of described first bracing frame and the second bracing frame is both connected to the same position of described lower bearing pin one end
On, the other end of described second bracing frame and one end of the 3rd bracing frame are both connected to described upper pin one end
In same position, the described other end of the 3rd bracing frame and one end of the 4th bracing frame are both connected to described downside pin
In the same position of the other end of axle, the other end of described first bracing frame and the 4th bracing frame is both connected to institute
State in the same position of the upper pin other end；
Support with the 3rd bracing frame and the 4th on the common end position of described first bracing frame and the second bracing frame
Lower bearing pin supporting clapboard described in a pair, described second bracing frame and it is provided with on the common end position of frame
It is all provided with on the common end position of the first bracing frame and the 4th bracing frame on the common end position of three bracing frames
It is equipped with upper pin supporting clapboard described in a pair.
3. a kind of Anti-pull-press sliding isolation post as claimed in claim 2, it is characterised in that described upper pin
With connection has six support group framves between lower bearing pin.
4. a kind of Anti-pull-press sliding isolation post as claimed in claim 1, it is characterised in that described upper rail
For π type structure, described upper cutting ferrule is the class mountain font corresponding with π type；And/or,
Described lower guideway is π type structure, and described lower cutting ferrule is the class mountain font corresponding with π type.
5. a kind of Anti-pull-press sliding isolation post as claimed in claim 4, it is characterised in that described upper rail
On both sides groove in be provided with multiple ribbed stiffener；And/or,
The groove on the both sides on described lower guideway is provided with multiple ribbed stiffener.
6. a kind of Anti-pull-press sliding isolation post as claimed in claim 4, it is characterised in that described upper rail
The port, connection gap of upper cutting ferrule is provided with silica gel plug；And/or,
Described lower guideway is provided with silica gel plug with the port, connection gap of lower cutting ferrule.
7. a kind of Anti-pull-press sliding isolation post as claimed in claim 6, it is characterised in that described upper cutting ferrule
The first modified Teflon plate it is bonded with on the inner surface of groove；And/or,
It is bonded with the second modified Teflon plate on the inner surface of described lower cutting ferrule groove.
8. a kind of Anti-pull-press sliding isolation post as claimed in claim 7, it is characterised in that described upper rail
On be bonded with the threeth modified Teflon plate corresponding with described first modified Teflon plate；And/or,
The modified polytetrafluoro of fourth corresponding with described second modified Teflon plate it is bonded with on described lower guideway
Vinyl plate.
9. a kind of Anti-pull-press sliding isolation post as described in any one of claim 1-8, it is characterised in that institute
State and on upper junction plate, be fixedly connected with bolt collar, described upper anchoring piece by screw thread or welding with described on
Bolt collar connects；And/or,
Be fixedly connected with lower bolt collar on described lower connecting plate, described lower anchoring piece by screw thread or welding with
Described lower bolt collar connects.
10. a kind of Anti-pull-press sliding isolation post as claimed in claim 9, it is characterised in that lead on described
Rail, upper cutting ferrule, upper support column, upper support frame, upper pin and/or upper pin supporting clapboard are rigid structure；
And/or,
Described lower guideway, lower cutting ferrule, lower support column, lower bracing frame, lower bearing pin and/or lower bearing pin supporting clapboard
For rigid structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610436794.5A CN105971358A (en) | 2016-06-17 | 2016-06-17 | Pulling-resistant and pressing-resistant sliding shock-isolation column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610436794.5A CN105971358A (en) | 2016-06-17 | 2016-06-17 | Pulling-resistant and pressing-resistant sliding shock-isolation column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971358A true CN105971358A (en) | 2016-09-28 |
Family
ID=57022769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610436794.5A Pending CN105971358A (en) | 2016-06-17 | 2016-06-17 | Pulling-resistant and pressing-resistant sliding shock-isolation column |
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| Country | Link |
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| CN (1) | CN105971358A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005090566A (en) * | 2003-09-16 | 2005-04-07 | Daiwa House Ind Co Ltd | Joint structure for base isolation related part in base isolation system |
| CN201713960U (en) * | 2010-01-28 | 2011-01-19 | 大连理工大学 | Three-dimensional vibration isolating device |
| CN103074948A (en) * | 2013-02-07 | 2013-05-01 | 柳州东方工程橡胶制品有限公司 | Anti-pulling system |
| CN204551785U (en) * | 2015-04-13 | 2015-08-12 | 锕玛科技股份有限公司 | Cross slid platform |
| CN205677332U (en) * | 2016-06-17 | 2016-11-09 | 冯延明 | A kind of Anti-pull-press sliding isolation post |
-
2016
- 2016-06-17 CN CN201610436794.5A patent/CN105971358A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005090566A (en) * | 2003-09-16 | 2005-04-07 | Daiwa House Ind Co Ltd | Joint structure for base isolation related part in base isolation system |
| CN201713960U (en) * | 2010-01-28 | 2011-01-19 | 大连理工大学 | Three-dimensional vibration isolating device |
| CN103074948A (en) * | 2013-02-07 | 2013-05-01 | 柳州东方工程橡胶制品有限公司 | Anti-pulling system |
| CN204551785U (en) * | 2015-04-13 | 2015-08-12 | 锕玛科技股份有限公司 | Cross slid platform |
| CN205677332U (en) * | 2016-06-17 | 2016-11-09 | 冯延明 | A kind of Anti-pull-press sliding isolation post |
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Application publication date: 20160928 |