CN205677332U - A kind of Anti-pull-press sliding isolation post - Google Patents
A kind of Anti-pull-press sliding isolation post Download PDFInfo
- Publication number
- CN205677332U CN205677332U CN201620598107.5U CN201620598107U CN205677332U CN 205677332 U CN205677332 U CN 205677332U CN 201620598107 U CN201620598107 U CN 201620598107U CN 205677332 U CN205677332 U CN 205677332U
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- CN
- China
- Prior art keywords
- bracing frame
- cutting ferrule
- bearing pin
- described upper
- pin
- 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 discloses a kind of Anti-pull-press sliding isolation post, including upper prop up support component, support column and lower supporting assembly, above prop up support component and lower supporting assembly all includes anchoring piece, connecting plate, guide rail, cutting ferrule, bearing pin and bearing pin supporting clapboard；Anchoring piece is fixed on the one side of connecting plate, and the another side of connecting plate connects guide rail, and cutting ferrule is enclosed within guide rail, and cutting ferrule is at least fixed with a pair bearing pin supporting clapboard, and bearing pin is rotatably installed on bearing pin supporting clapboard；Support column two ends are separately fixed at the zone line of the bearing pin in a support component and lower supporting assembly；Described upper support component is arranged relative to right-angled intersection with lower supporting assembly.The tension compressive property of the shock insulation post that the utility model provides is higher, can break through the restriction less than 4 for the building structure depth-width ratio, be more suitable for high-rise buildings structure, and the utility model cost is low, easy to assembly, free from environmental pollution, maintenance is also convenient for, and range is more extensive.
Description
Technical field
The utility model relates to technical field of isolation, particularly relates to a kind of Anti-pull-press sliding isolation post.
Background technology
The destruction to building or other facilities for the earthquake, is mainly caused by the horizontal force of earthquake, and Anti-pull-press is sliding
Dynamic shock insulation post can effectively reduce the horizontal earthquake action of earthquake, makes structure from the destruction of earthquake, thus the people in building
Member's life and property are protected.
At present in terms of opposing horizontal earthquake effect, mainly use rubber earthquake isolation support.But due to rubber earthquake isolation support
Tensile property more weak, the application of rubber earthquake isolation support is limited by the depth-width ratio of building structure, and the depth-width ratio of general structure can not
More than 4.
Utility model content
One of the purpose of this utility model is to provide a kind of Anti-pull-press sliding isolation post, and the utility model has tension effect
Really, the restriction less than 4 for the building structure depth-width ratio can be broken through, so that range is more extensive.
The utility model 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, and a described upper support component includes anchoring piece, upper connection
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, on described
Anchoring piece is fixed on described upper junction plate one side, and the another side of described upper junction plate arranges described upper rail, described on
Cutting ferrule one side is set on described upper rail, described upper cutting ferrule another side is fixed with at least one pair of described upper pin and supports
Dividing plate, described upper pin is pivotally arranged on on upper pin supporting clapboard, and two described upper pin supporting clapboards set respectively
Put the both sides of the end position being connected on described support column with described upper pin；
Described lower anchoring piece is fixed on described lower connecting plate one side, and the another side of described lower connecting plate arranges described
Lower guideway, described lower cutting ferrule one side is set on described lower guideway, and described lower cutting ferrule another side is fixed with at least one pair of
Described lower bearing pin supporting clapboard, described lower bearing pin is pivotally arranged on described lower bearing pin supporting clapboard；
Described upper support component is arranged relative to right-angled intersection with lower supporting assembly.
Further, it has been at least connected with two support group framves between described upper pin and lower bearing pin；Wherein, a support group
Frame includes the first bracing frame and the second bracing frame, and 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 in the same position of described lower bearing pin one end, institute
One end of the other end and the 3rd bracing frame of stating the second bracing frame is both connected in the same position of described upper pin one end, described
In the same position of the other end that one end of the other end of the 3rd bracing frame and the 4th bracing frame is both connected to described lower bearing pin, institute
State the first bracing frame and the other end of the 4th bracing frame is both connected in the same position of the described upper pin other end；
With the 3rd bracing frame and the 4th bracing frame on the common end position of described first bracing frame and the second bracing frame
It is provided with lower bearing pin supporting clapboard described in a pair, described second bracing frame and the 3rd bracing frame common on common end position
It is provided with upper pin support described in a pair with on the common end position of the first bracing frame and the 4th bracing frame on end position
Dividing plate.
Further, it is connected with six support group framves between described upper pin and lower bearing pin.
Further, described upper rail is π type structure, and described upper cutting ferrule is and π type corresponding class mountain font；And/or,
Described lower guideway is π type structure, and described lower cutting ferrule is and π type corresponding class mountain font.
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 and the port, connection gap of upper cutting ferrule are 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.
Further, the inner surface of described upper cutting ferrule groove is bonded with the first modified Teflon plate；And/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 the corresponding with described first modified Teflon plate the 3rd modified poly-
Tetrafluoroethene plate；And/or,
It is bonded with on described lower guideway and described second corresponding 4th modified Teflon of modified Teflon plate
Plate.
Further, described upper junction plate being fixedly connected with bolt collar, described upper anchoring piece passes through screw thread or weldering
Connect and be connected with described upper bolt collar；And/or,
It is fixedly connected with lower bolt collar, under described lower anchoring piece passes through screw thread or welds and be described on described lower connecting plate
Bolt collar connects.
Further, described upper rail, upper cutting ferrule, upper support column, upper support frame, upper pin and/or upper pin support every
Plate 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 are rigidity knot
Structure.
The beneficial effects of the utility model: the tension compressive property of the shock insulation post that the utility model provides is higher, can dash forward
The restriction less than 4 for the broken building structure depth-width ratio, is more suitable for high-rise buildings structure, and the utility model Stability Analysis of Structures, shock insulation
Effect is good, and cost is low, easy to assembly, free from environmental pollution, and maintenance is also convenient for, and range is more extensive.
Brief description
Fig. 1 is the perspective view of the shock insulation post described in the utility model embodiment；
Fig. 2 is the structural representation of shock insulation post described in the utility model；
Fig. 3 is the partial enlarged drawing in Tu2Zhong A district.
In figure:
11st, upper anchoring piece；12nd, upper junction plate；13rd, upper rail；14th, upper cutting ferrule；15th, upper pin；16th, upper pin support every
Plate；17th, upper bolt collar；21st, lower anchoring piece；22nd, lower connecting plate；23rd, lower guideway；24th, lower cutting ferrule；25th, lower bearing pin；26th, under
Bearing pin supporting clapboard；27th, lower bolt collar；3rd, support column；41st, the first bracing frame；42nd, the second bracing frame；43rd, the 3rd support
Frame；44th, the 4th bracing frame；5th, ribbed stiffener；6th, silica gel plug；7th, lateral resisting key；81st, the first modified Teflon plate；82nd,
Two modified Teflon plates.
Detailed description of the invention
Describe the utility model below in conjunction with detailed description of the invention in detail.It should be noted that, following embodiment is retouched
The technical characteristic stated or the combination of technical characteristic are not construed as isolating, and they can be mutually combined thus reach
Superior technique effect.
As Figure 1-3, a kind of Anti-pull-press sliding isolation post of the present utility model includes a support component, above props up support component
Including the 11st, upper junction plate the 12nd, upper rail the 13rd, upper cutting ferrule the 14th, upper pin 15 and upper pin supporting clapboard 16；
Lower supporting assembly, lower supporting assembly includes lower anchoring piece the 21st, lower connecting plate the 22nd, lower guideway the 23rd, lower cutting ferrule the 24th, lower pin
Axle 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 lower bearing pin 25
On medium position；Wherein, 11 being fixed on upper junction plate 12 one side, the another side of upper junction plate 12 arranges upper rail 13,
Upper cutting ferrule 14 one side is set on upper rail 13, and upper cutting ferrule 14 another side is fixed with at least one pair of upper pin supporting clapboard
16, upper pin 15 be pivotally arranged on on upper pin supporting clapboard 16.Two upper pin supporting clapboards 16 are separately positioned on
The both sides of the end position being connected with upper pin 15 on support column 3.
Lower anchoring piece 21 is fixed on lower connecting plate 22 one side, and the another side of lower connecting plate 22 arranges lower guideway 23,
Lower cutting ferrule 24 one side is set on lower guideway 23, and lower cutting ferrule 24 another side is fixed with at least one pair of 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 and prop up
The both sides of the end position being connected with lower bearing pin 25 on dagger 3.
Upper support component is arranged relative to right-angled intersection 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 column 3 is permissible
Make level to slide along guide rail direction, it is achieved thereby that the tension crushing resistance of shock insulation post.The length edge of cutting ferrule of the present utility model
Guide rail direction uses extension design, is that support column 3 provides bending resistance end so that cutting ferrule has shared major part because of water along guide rail direction
The moment of flexure that flat power produces, isolating affection is more preferable.
Upper anchoring piece 11 and lower anchoring piece 21 are L-shaped, for embedding in the Cross Elastic Beam of building.Due to upper rail 13
Arrange with the separate type in right-angled intersection for the lower guideway 23, and upper cutting ferrule 14 and the separate type in right-angled intersection for the lower cutting ferrule 24 set
Put, slide from a kind of motion concept to being effectively introduced Practical Project the condition that creates for right-angled intersection first, for card
The release that set bonds the moment of flexure that guide rail produces provides steric requirements, remains upper and lower two Cross Elastic Beam intersection points permissible simultaneously
The advantage independently do not hinder ground, moving in a limited degree.The utility model designs close structure, can combine with engineering is actual, real
Strong by property, isolating affection is more preferable.
Upper junction plate 12 and lower connecting plate 22 can be separately fixed on upper rail 13 and lower guideway 23 by welding, upper pin
Axle supporting clapboard 16 and lower bearing pin supporting clapboard 26 can be separately fixed on upper cutting ferrule 14 and lower cutting ferrule 24 by welding.
It has been at least connected with two support group framves between upper pin 15 and lower bearing pin 25；Wherein, a support group frame includes
One bracing frame 41 and the second bracing frame 42, another support group frame includes the 3rd bracing frame 43 and the 4th bracing frame 44.
One end of first bracing frame 41 and the second bracing frame 42 is both connected in the same position of lower bearing pin 25 one end, and second
One end of the other end of bracing frame 42 and the 3rd bracing frame 43 is both connected in the same position of upper pin 15 one end, and the 3rd supports
In the same position of the other end that one end of the other end of frame 43 and the 4th bracing frame 44 is both connected to lower bearing pin 25, first supports
The other end of frame 41 and the 4th bracing frame 44 is both connected in the same position of upper pin 15 other end.
With the 3rd bracing frame 43 and the 4th bracing frame on the common end position of the first bracing frame 41 and the second bracing frame 42
It is provided with a pair lower bearing pin supporting clapboard 26, being total to of the second bracing frame 42 and the 3rd bracing frame 43 on the common end position of 44
It is provided with a pair upper pin with on end position props up with on the common end position of the first bracing frame 41 and the 4th bracing frame 44
Support dividing plate 16.Bracing frame can be fixed by welding be connected with upper pin 15 and lower bearing pin 25.
Preferably, it is connected with six support group framves between upper pin 15 and lower bearing pin 25.It is one group that each two props up support component,
Three groups of connected modes propping up support component refer to above-mentioned first bracing frame the 41st, the second bracing frame the 42nd, the 3rd bracing frame 43 and the 4th
The connected mode of bracing frame 44, does not repeats them here.
Bearing pin supporting clapboard can ensure that the rotation of bearing pin, and can be delivered to support column 3 and bracing frame on bearing pin
Power once again pass to card and put.Bearing pin can discharge support column 3 and bracing frame end moment of flexure to reduce because guide rail is held by cutting ferrule
Wrap up in the moment of flexure of generation.The vertical supporting distributing design of support column 3 and bracing frame avoids the end moment of flexure of conventional upright support column
Relatively uniform for power is delivered to guide rail by big disadvantage, reduces stress and concentrates the destruction producing, so that structure is more steady
Gu, isolating affection is more preferable.
Upper rail 13 and lower guideway 23 are π type structure, and upper cutting ferrule 14 and lower cutting ferrule 24 are for tying with π type corresponding class mountain font
Structure.The lateral force that the lateral resisting key 7 at font cutting ferrule center, class mountain makes cutting ferrule 14 and lower cutting ferrule 24 be subject to uniformly is divided
Joining so that structure is more stable, 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 enables to
Cutting ferrule keeps enough rigidity along guide rail direction.Ribbed stiffener 5 can be fixed by welding on upper rail 13 and lower guideway 23.
Upper rail 13 is provided with silica gel plug 6, lower guideway 23 and lower cutting ferrule 24 with the port, connection gap of upper cutting ferrule 14
Port, connection gap be also equipped with silica gel plug 6.Silica gel plug 6 is prevented from the gap that dust falls into guide rail and cutting ferrule
In, cause guide rail and cutting ferrule to slide and be obstructed.
Be bonded with the first modified Teflon plate 81 on the inner surface of upper cutting ferrule 14 groove, upper rail 13 is bonded with
The corresponding second modified Teflon plate 82 of first modified Teflon plate 81；Bond on the inner surface of lower cutting ferrule 24 groove
There is the 3rd modified Teflon plate, lower guideway 23 is bonded with the corresponding with the 3rd modified Teflon plate the 4th modified poly-
Tetrafluoroethene plate.
The setting of modified Teflon plate can reduce the frictional force between cutting ferrule and guide rail such that it is able to effectively alleviates
The horizontal pull producing during earthquake.
Being fixedly connected with bolt collar 17 on upper junction plate 12, upper anchoring piece 11 passes through screw thread or welding and upper bolt sleeve
Cylinder 12 connects.Being fixedly connected with lower bolt collar 27 on lower connecting plate 22, lower anchoring piece 21 passes through screw thread or welding and lower bolt
Sleeve 27 connects.
Upper rail the 13rd, upper cutting ferrule the 14th, support column the 3rd, bracing frame, upper pin 15 and/or upper pin supporting clapboard 16 are rigidity
Structure；Lower guideway the 23rd, lower cutting ferrule the 24th, lower bearing pin 25 and/or lower bearing pin supporting clapboard 26 are rigid structure.The design of rigid structure
Making shock insulation rod structure more firm, isolating affection becomes apparent from.
In sum, the tension compressive property of the shock insulation post that the utility model provides is higher, can break through building structure high
The restriction less than 4 for the wide ratio, is more suitable for high-rise buildings structure, and the utility model Stability Analysis of Structures, and isolating affection is good, cost
Low, easy to assembly, free from environmental pollution, maintenance is also convenient for, and range is more extensive.
Although indeed, it will be appreciated that have been carried out description above by example of the present utility model, but to this reality
With novel make will be apparent to those skilled in the science so and other improvement and change be deemed to fall as
In the utility model broad range presented herein.Therefore, although the utility model reference has been made to preferred embodiment enter
Row describes, but, its meaning is not that the equipment making tool novelty is restricted therefrom, and on the contrary, it is intended to include to meet above-mentioned
Various improvement within the broad range of part, claim and equivalent modifications are disclosed.
Claims (10)
1. an Anti-pull-press sliding isolation post, it is characterised in that include:
Upper support component, a described upper support component includes anchoring piece, upper junction plate, upper rail, upper cutting ferrule, upper pin and upper pin
Axle supporting clapboard；
Lower supporting assembly, described lower supporting assembly includes lower anchoring piece, lower connecting plate, lower guideway, lower cutting ferrule, lower bearing pin and lower pin
Axle 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
Part is fixed on described upper junction plate one side, and the another side of described upper junction plate arranges described upper rail, described upper card
Set one side be set on described upper rail, described upper cutting ferrule another side is fixed with at least one pair of described upper pin support every
Plate, described upper pin is pivotally arranged on described upper pin supporting clapboard；
Described lower anchoring piece is fixed on described lower connecting plate one side, the another side of described lower connecting plate arrange described under lead
Rail, described lower cutting ferrule one side is set on described lower guideway, and described lower cutting ferrule another side is fixed with described at least one pair of
Lower bearing pin supporting clapboard, described lower bearing pin is pivotally arranged on described lower bearing pin supporting clapboard；
Described upper support component is arranged relative to right-angled intersection with lower supporting assembly.
2. a kind of Anti-pull-press sliding isolation post as claimed in claim 1, it is characterised in that between described upper pin and lower bearing pin
It has been at least connected with two support group framves；Wherein, a support group frame includes the first bracing frame and the second bracing frame, and another supports
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 in the same position of described lower bearing pin one end, and described
One end of the other end of two bracing frames and the 3rd bracing frame is both connected in the same position of described upper pin one end, and the described 3rd
In the same position of the other end that one end of the other end of bracing frame and the 4th bracing frame is both connected to described lower bearing pin, described
The other end of one bracing frame and the 4th bracing frame is both connected in the same position of the described upper pin other end；
Common with the 3rd bracing frame and the 4th bracing frame on the common end position of described first bracing frame and the second bracing frame
It is provided with lower bearing pin supporting clapboard described in a pair, the common end of described second bracing frame and the 3rd bracing frame on end position
It is provided with upper pin supporting clapboard described in a pair with on the common end position of the first bracing frame and the 4th bracing frame on position.
3. a kind of Anti-pull-press sliding isolation post as claimed in claim 2, it is characterised in that between described upper pin and lower bearing pin
It is connected with six support group framves.
4. a kind of Anti-pull-press sliding isolation post as claimed in claim 1, it is characterised in that described upper rail is π type structure, institute
Stating cutting ferrule is and π type corresponding class mountain font；And/or,
Described lower guideway is π type structure, and described lower cutting ferrule is and π type corresponding class mountain font.
5. Anti-pull-press sliding isolation post as claimed in claim 4 a kind of, it is characterised in that the both sides on described upper rail recessed
Groove is 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 the company of described upper rail and upper cutting ferrule
Seam gap port 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 the inner surface of described upper cutting ferrule groove
On be bonded with the first modified Teflon plate；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 be bonded with on described upper rail and institute
State the first corresponding 3rd modified Teflon plate of modified Teflon plate；And/or,
It is bonded with on described lower guideway and the described second corresponding 4th modified Teflon plate of modified Teflon 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 on described upper junction plate
Being fixedly connected with bolt collar, described upper anchoring piece passes through screw thread or welding is connected with described upper bolt collar；And/or,
Being fixedly connected with lower bolt collar on described lower connecting plate, described lower anchoring piece passes through screw thread or welding and described lower bolt
Sleeve connection.
10. Anti-pull-press sliding isolation post as claimed in claim 9 a kind of, it is characterised in that described upper rail, upper cutting ferrule, on
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 are rigid structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620598107.5U CN205677332U (en) | 2016-06-17 | 2016-06-17 | A kind of Anti-pull-press sliding isolation post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620598107.5U CN205677332U (en) | 2016-06-17 | 2016-06-17 | A kind of Anti-pull-press sliding isolation post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205677332U true CN205677332U (en) | 2016-11-09 |
Family
ID=57430795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620598107.5U Expired - Fee Related CN205677332U (en) | 2016-06-17 | 2016-06-17 | A kind of Anti-pull-press sliding isolation post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205677332U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971358A (en) * | 2016-06-17 | 2016-09-28 | 冯延明 | Pulling-resistant and pressing-resistant sliding shock-isolation column |
-
2016
- 2016-06-17 CN CN201620598107.5U patent/CN205677332U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971358A (en) * | 2016-06-17 | 2016-09-28 | 冯延明 | Pulling-resistant and pressing-resistant sliding shock-isolation column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161109 Termination date: 20170617 |