CN106544953A - A kind of resistant slide sheet-type support - Google Patents
A kind of resistant slide sheet-type support Download PDFInfo
- Publication number
- CN106544953A CN106544953A CN201710020156.XA CN201710020156A CN106544953A CN 106544953 A CN106544953 A CN 106544953A CN 201710020156 A CN201710020156 A CN 201710020156A CN 106544953 A CN106544953 A CN 106544953A
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- Prior art keywords
- steel plate
- plate
- pressing tight
- bearing
- undersetting
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of resistant slide sheet-type support, is characterized in that upper and lower bearing steel plate is provided with pressing tight plate and ring steel plate, the pressing tight plate is bolted and is arranged on upper and lower bearing steel plate both sides；The ring steel plate is sleeved on outside upper and lower bearing steel plate and is fixed on upper and lower pressing tight plate by puller bolt；Flexible prestressing muscle is provided between the upper and lower bearing steel plate and upper and lower pressing tight plate, upper and lower bearing steel plate is linked into an integrated entity by flexible prestressing muscle by upper and lower bolt, realizes the resistant slide precompressed of laminated rubber bearing.The present invention has raising anti-slipping property energy compared with prior art and not producing Planar Mechanisms to beam body and bearing horizontal displacement affects, the flexible prestressing muscle anchoring system of self-balancing, simple structure, in the installation and replacing of bearing, low cost of manufacture.
Description
Technical field
The present invention relates to technical field of bridge, especially a kind of resistant slide for adapting to Short/Medium Span Bridge resistant slide
Sheet-type support.
Background technology
Common laminated rubber bearing as the reason such as its comprehensive cost is cheap and construction method is cheap is in science of bridge building, especially
It is to be used widely in Short/Medium Span Bridge engineering.Two important indicators of common laminated rubber bearing type selecting are respectively bearing
Maximum vertical bearing capacity and minimum resistant slide bearing capacity, for the middle-small span for being partially in high-intensity earthquake fortified defence area
Beam, or serviceability limit stage variable load effect accounts for the larger bridge of standard combination load effect, when bearing maximum vertical pressure-bearing
When power satisfaction is required, its minimum resistant slide bearing capacity or bearing horizontal distortion associated there cannot generally meet bearing type selecting
Require, existing product is to solve problems typically all to adopt the adhesive property and enhancing bearing level for strengthening bearing and beam body
To rigidity.
The problem that prior art is present is to also limit bearing normally to use rank while bearing anti-slipping property energy is strengthened
The reasonable deformation of section, easily produces Planar Mechanisms and bearing constructional difficulties to beam body.
The content of the invention
The purpose of the present invention is for the deficiencies in the prior art and a kind of resistant slide sheet-type support for designing, using flexible pre-
Bearing upper and lower steel plate is connected to become entirety by stress rib, and the flexibility for forming self-balancing by ring steel plate and puller bolt in advance should
Power muscle anchoring system, forms anchor force with the friction between bearing steel plate, pressing tight plate and flexible prestressing muscle, and the anchorage style is to soft
Property presstressed reinforcing steel not damaged, while avoiding traditional anchorage style because of the fixture loss of prestress that causes of retraction, realize to board-like
The precompressed of rubber support, should have high intensity, the low characteristic crept using flexible prestressing muscle, at the same its along bridge to anti-shearing
Rigidity should be much smaller than laminated rubber bearing, to meet beam body serviceability limit stage dilatation requirement, improve between bearing and beam body
Produce the relative maximal friction for sliding, it is ensured that anti-slipping property energy of the bearing under horizontal earthquake action, and the not water to bearing
Flat displacement produces Planar Mechanisms to be affected, and simple structure is easy for installation, preferably resolves while bearing anti-slipping property energy is strengthened
The reasonable deformation that also limit bearing serviceability limit stage and the problem that Planar Mechanisms are easily produced to beam body, substantially increase and prop up
The overall anti-slipping property energy of seat, while also meeting anti-slipping property energy of the bearing under horizontal earthquake action well.
The object of the present invention is achieved like this：A kind of resistant slide sheet-type support, including by laminated rubber bearing with upper
Seat steel plate and undersetting steel plate composition bearing, be characterized in upper bracket steel plate be provided with pre-buried leveling steel plate, upper pressing tight plate and
Upper ring steel plate, undersetting steel plate are provided with lower pressing tight plate and lower ring steel plate, and the pre-buried leveling steel plate is arranged on by upper dowel
On bearing steel plate, upper dowel is to be fixedly connected with upper bracket steel plate；The upper pressing tight plate is fixedly installed on upper bracket by upper bolt
Steel plate both sides；The upper ring steel plate is sleeved on outside upper bracket steel plate and is fixed on upper pressing tight plate by upper puller bolt；Under described
Pressing tight plate is fixedly installed on undersetting steel plate both sides by lower bolt；The undersetting steel plate is provided with lower dowel, and lower dowel is with
Bearing steel plate is to be fixedly connected；The lower ring steel plate is sleeved on outside undersetting steel plate and is fixed on lower pressing tight plate by lower puller bolt
On；Flexible prestressing muscle is provided between the upper and lower bearing steel plate and upper and lower pressing tight plate, flexible prestressing muscle is by upper and lower bolt
Upper and lower bearing steel plate is linked into an integrated entity, the resistant slide precompressed of laminated rubber bearing is realized.
The laminated rubber bearing, pre-buried leveling steel plate, upper and lower bearing steel plate, upper and lower ring steel plate are rectangle or circle,
And upper and lower bearing steel plate and flexible prestressing muscle contact site are with sandblasting（Ball）Process the friction between increase and flexible prestressing muscle
Coefficient.
The upper and lower pressing tight plate is vertical bar plate or arc plate, and with flexible prestressing muscle contact site with sandblasting（Ball）Place
Coefficient of friction between reason increase and flexible prestressing muscle.
High-strength steel sheet or carbon fiber composite sheet of the flexible prestressing muscle for bar shaped.
The upper and lower dowel sets threaded anchor pole for one end, and which is anchored at upper and lower bearing steel plate respectively by nut
On.
The present invention is compared with prior art with while improving and meet resistant slide performance requirement, and does not limit bearing
The reasonable deformation of serviceability limit stage and Planar Mechanisms are produced on beam body and bearing horizontal displacement affect, by upper and lower ring steel plate
And puller bolt forms the flexible prestressing muscle anchoring system of self-balancing, between bearing steel plate, pressing tight plate and flexible prestressing muscle
Friction form anchor force, the anchorage style is to flexible prestressing muscle not damaged, while avoiding traditional anchorage style because of fixture
The loss of prestress that causes of retraction, greatly improves the overall anti-slipping property energy of bearing, simple structure, is easy to the installation and more of bearing
Change, low cost of manufacture, be especially suitable for the popularization and application of Short/Medium Span Bridge resistant slide bearing.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
A-A profiles of the Fig. 2 for Fig. 1；
Fig. 3 is embodiment of the present invention structural representation；
B-B profiles of the Fig. 4 for Fig. 3.
Specific embodiment
Embodiment 1
Refering to 1 ~ accompanying drawing of accompanying drawing 2, the present invention is by the laminated rubber bearing 1 of rectangle, pre-buried leveling steel plate 2,3 and of upper bracket steel plate
Undersetting steel plate 4 is constituted, and the upper bracket steel plate 3 is provided with pre-buried leveling steel plate 2, upper pressing tight plate 5 and upper ring steel plate 7；It is described
Undersetting steel plate 4 is provided with lower pressing tight plate 6 and lower ring steel plate 8；The pre-buried leveling steel plate 2 is arranged on upper bracket by upper dowel 9
On steel plate 3, upper dowel 9 sets threaded anchor pole for one end, and is anchored on upper bracket steel plate 3 by nut；The upper top
Tight plate 5 is vertical bar plate, and is fixedly installed on 3 both sides of upper bracket steel plate by upper bolt 14；The upper ring steel plate 7 is sleeved on upper bracket
Steel plate 3 is outer and is fixed on upper pressing tight plate 5 by upper puller bolt 11；The lower pressing tight plate 6 is vertical bar plate, and solid by lower bolt 15
Surely 4 both sides of undersetting steel plate are arranged on；The undersetting steel plate 4 is provided with lower dowel 10, and lower dowel 10 is provided with screw thread for one end
Anchor pole, and be anchored on undersetting steel plate 4 by nut；The lower ring steel plate 8 is sleeved on outside undersetting steel plate 4 and by under
Puller bolt 12 is fixed on lower pressing tight plate 6；The upper bracket steel plate 3 and undersetting steel plate 4 and upper pressing tight plate 5 and lower pressing tight plate
Flexible prestressing muscle 13 is provided between 6, upper bracket steel plate 3, undersetting steel plate 4, upper pressing tight plate 5 and lower pressing tight plate 6 are pre- with flexibility
13 contact site of stress rib is with sandblasting（Ball）Process the coefficient of friction between increase and flexible prestressing muscle 13；The flexible prestressing
High-strength steel sheet of the muscle 13 for bar shaped, and upper bracket steel plate 3 and undersetting steel plate 4 are connected by upper bolt 14 and lower bolt 15
It is integrally formed, realizes the resistant slide precompressed of laminated rubber bearing 1.
The present invention is so to install：The laminated rubber bearing 1 of rectangle is arranged on undersetting steel plate 4, upper bracket steel
Plate 3 is placed on laminated rubber bearing 1, and lower pressing tight plate 6 and lower ring steel plate 8 is sleeved on outside undersetting steel plate 4, flexible prestressing
13 bottom of muscle is arranged between lower pressing tight plate 6 and undersetting steel plate 4, then tightens lower puller bolt 12 to flexible prestressing muscle
Anchoring is realized in 13 bottoms, and after be fixedly connected with undersetting steel plate 4 by lower pressing tight plate 6, in advance should flexible
Power muscle 13 after being stretched to target prestressing force is sleeved on upper pressing tight plate 5 and upper ring steel plate 7 outside bearing upper steel plate 3, and tightens top
Tight bolt 11 is realized anchoring to 13 upper end of flexible prestressing muscle, after confirming that prestressing force numerical value satisfaction is required, and by upper bolt
Upper pressing tight plate 5 is fixedly connected by 14 with upper bracket steel plate 3, then upper puller bolt 11 and lower puller bolt 12 is carried out secondary
Tighten, complete prestressed applying.It is arranged on upper bracket steel plate 3 and passes through soft with the laminated rubber bearing 1 in the middle of undersetting steel plate 4
Property the effect of presstressed reinforcing steel 13 produce precompression, 13 length direction of flexible prestressing muscle parallel to direction across bridge, width parallel to
Along bridge to arrangement, pre-buried leveling steel plate 2 is connected with beam body by upper dowel 9 with upper bracket steel plate 3, under undersetting steel plate 4 passes through
Dowel 10 is connected with bearing pad stone, completes bearing installation.
Embodiment 2
Refering to 3 ~ accompanying drawing of accompanying drawing 4, the present invention is by circular laminated rubber bearing 1, pre-buried leveling steel plate 2,3 and of upper bracket steel plate
Undersetting steel plate 4 is constituted.The upper bracket steel plate 3 is provided with pre-buried leveling steel plate 2, upper pressing tight plate 5 and upper ring steel plate 7；It is described
Undersetting steel plate 4 is provided with lower pressing tight plate 6 and lower ring steel plate 8；The pre-buried leveling steel plate 2 is arranged on upper bracket by upper dowel 9
On steel plate 3, upper dowel 9 sets threaded anchor pole for one end, and is anchored on upper bracket steel plate 3 by nut；The upper top
Tight plate 5 is arc plate, and is fixedly installed on 3 both sides of upper bracket steel plate by upper bolt 14；The upper ring steel plate 7 is sleeved on upper bracket
Steel plate 3 is outer and is fixed on upper pressing tight plate 5 by upper puller bolt 11；The lower pressing tight plate 6 is arc plate, and solid by lower bolt 15
Surely 4 both sides of undersetting steel plate are arranged on；The undersetting steel plate 4 is provided with lower dowel 10, and lower dowel 10 is provided with screw thread for one end
Anchor pole, and be anchored on undersetting steel plate 4 by nut；The lower ring steel plate 8 is sleeved on outside undersetting steel plate 4 and by under
Puller bolt 12 is fixed on lower pressing tight plate 6；The upper bracket steel plate 3 and undersetting steel plate 4 and upper pressing tight plate 5 and lower pressing tight plate
Flexible prestressing muscle 13 is provided between 6, upper bracket steel plate 3, undersetting steel plate 4, upper pressing tight plate 5 and lower pressing tight plate 6 are pre- with flexibility
13 contact site of stress rib is with sandblasting（Ball）Process the coefficient of friction between increase and flexible prestressing muscle 13；The flexible prestressing
Carbon fiber composite sheet of the muscle 13 for bar shaped, and upper bracket steel plate 3 and undersetting steel plate 4 are connected by upper bolt 14 and lower bolt 15
Connect and be integrally formed, realize the resistant slide precompressed of laminated rubber bearing 1.
The present invention is so to install：Circular laminated rubber bearing 1 is arranged on undersetting steel plate 4, upper bracket steel
Plate 3 is placed on laminated rubber bearing 1, and lower pressing tight plate 6 and lower ring steel plate 8 is sleeved on outside undersetting steel plate 4, flexible prestressing
13 bottom of muscle is arranged between lower pressing tight plate 6 and undersetting steel plate 4, then tightens lower puller bolt 12 to flexible prestressing muscle
Anchoring is realized in 13 bottoms, and after be fixedly connected with undersetting steel plate 4 by lower pressing tight plate 6, in advance should flexible
Power muscle 13 after being stretched to target prestressing force is sleeved on upper pressing tight plate 5 and upper ring steel plate 7 outside upper bracket steel plate 3, and tightens top
Tight bolt 11 is realized anchoring to 13 upper end of flexible prestressing muscle, after confirming that prestressing force numerical value satisfaction is required, and by upper bolt
Upper pressing tight plate 5 is fixedly connected by 14 with upper bracket steel plate 3, then upper puller bolt 11 and lower puller bolt 12 is carried out secondary
Tighten, complete prestressed applying.It is arranged on upper bracket steel plate 3 and passes through soft with the laminated rubber bearing 1 in the middle of undersetting steel plate 4
Property the effect of presstressed reinforcing steel 13 produce precompression, 13 length direction of flexible prestressing muscle parallel to direction across bridge, width parallel to
Along bridge to arrangement, pre-buried leveling steel plate 2 is connected with beam body by upper dowel 9 with upper bracket steel plate 3, under undersetting steel plate 4 passes through
Dowel 10 is connected with bearing pad stone, completes bearing installation.
The present invention is with rational structure to sheet-type support with precompression so as to impact in horizontal earthquake action or carload
The lower anti-slipping property of effect can be significantly increased, meanwhile, the applying of precompression does not provide Planar Mechanisms to the serviceability limit stage of beam body,
Resistant slide bearing is bolted with beam body, is easy to the installation and replacing of bearing.The rational applying mode of precompression should meet
The prestressing force that bearing applies interior during use should keep higher reliability, and loss of prestress should be controllable, prestressed realization
It is advisable to shear stiffness with the level for not increasing bearing, support style should reduce suitable bridge of the bearing in serviceability limit stage as far as possible
To deformation.
More than simply the present invention is further illustrated, and be not used to limit this patent, it is all for equivalence enforcement of the present invention,
It is intended to be limited solely by within the right of this patent.
Claims (5)
1. a kind of resistant slide sheet-type support, including the sheet-type support being made up of with upper and lower bearing steel plate laminated rubber bearing, which is special
It is that upper bracket steel plate is provided with pre-buried leveling steel plate, upper pressing tight plate and upper ring steel plate to levy, and undersetting steel plate is provided with down and holds out against
Plate and lower ring steel plate, the pre-buried leveling steel plate are arranged on upper bracket steel plate by upper dowel, and upper dowel with upper bracket steel plate is
It is fixedly connected；The upper pressing tight plate is fixedly installed on upper bracket steel plate both sides by upper bolt；The upper ring steel plate is sleeved on and props up
Seat steel plate is outer and is fixed on upper pressing tight plate by upper puller bolt；The lower pressing tight plate is fixedly installed on undersetting steel by lower bolt
Plate both sides；The undersetting steel plate is provided with lower dowel, and lower dowel is to be fixedly connected with undersetting steel plate；The lower ring steel plate set
It is mounted in outside undersetting steel plate and is fixed on lower pressing tight plate by lower puller bolt；The upper bracket steel plate and undersetting steel plate with it is upper
It is provided with flexible prestressing muscle between pressing tight plate and lower pressing tight plate, flexible prestressing muscle is by upper bolt and lower bolt by upper and lower bearing
Steel plate links into an integrated entity, and realizes the resistant slide precompressed of laminated rubber bearing.
2. resistant slide sheet-type support according to claim 1, it is characterised in that the laminated rubber bearing, pre-buried leveling steel
Plate, upper bracket steel plate, undersetting steel plate, upper ring steel plate and lower ring steel plate are rectangle or circle, and upper and lower bearing steel plate and flexibility
Presstressed reinforcing steel contact site is with sandblasting（Ball）Process the coefficient of friction between increase and flexible prestressing muscle.
3. resistant slide sheet-type support according to claim 1, it is characterised in that the upper pressing tight plate and lower pressing tight plate are vertical bar
Plate or arc plate, and with flexible prestressing muscle contact site with sandblasting（Ball）Process the friction system between increase and flexible prestressing muscle
Number.
4. resistant slide sheet-type support according to claim 1, it is characterised in that the flexible prestressing muscle is high-strength for bar shaped
Degree sheet metal or carbon fiber composite sheet.
5. resistant slide sheet-type support according to claim 1, it is characterised in that the upper dowel and lower dowel are provided with for one end
The anchor pole of screw thread, and which is anchored at respectively on upper and lower bearing steel plate by nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710020156.XA CN106544953B (en) | 2017-01-12 | 2017-01-12 | A kind of resistant slide sheet-type support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710020156.XA CN106544953B (en) | 2017-01-12 | 2017-01-12 | A kind of resistant slide sheet-type support |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106544953A true CN106544953A (en) | 2017-03-29 |
| CN106544953B CN106544953B (en) | 2018-06-12 |
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ID=58396886
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710020156.XA Active CN106544953B (en) | 2017-01-12 | 2017-01-12 | A kind of resistant slide sheet-type support |
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| Country | Link |
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| CN (1) | CN106544953B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110886207A (en) * | 2019-12-18 | 2020-03-17 | 无锡圣丰建筑新材料有限公司 | Replacement structure of shock insulation support |
| CN111074758A (en) * | 2019-12-27 | 2020-04-28 | 同济大学 | Novel support connecting device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1663878A (en) * | 2005-03-16 | 2005-09-07 | 衡水震泰隔震器材有限公司 | Rubber support for oceanic oil platform and preparation method thereof |
| KR20100088180A (en) * | 2009-01-30 | 2010-08-09 | 주식회사 부흥시스템 | Displacement control device for lrb |
| CN103498414A (en) * | 2013-10-08 | 2014-01-08 | 衡水中铁建工程橡胶有限责任公司 | Metal damp seismic reduction and absorption support |
| KR20140076770A (en) * | 2012-12-13 | 2014-06-23 | 주식회사 큐빅스 | Seismic isolation device for a bridge |
| CN203741697U (en) * | 2014-03-24 | 2014-07-30 | 大连理工大学 | Plate type rubber anti-seismic support |
| CN206448153U (en) * | 2017-01-12 | 2017-08-29 | 中船第九设计研究院工程有限公司 | A kind of resistant slide sheet-type support |
-
2017
- 2017-01-12 CN CN201710020156.XA patent/CN106544953B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1663878A (en) * | 2005-03-16 | 2005-09-07 | 衡水震泰隔震器材有限公司 | Rubber support for oceanic oil platform and preparation method thereof |
| KR20100088180A (en) * | 2009-01-30 | 2010-08-09 | 주식회사 부흥시스템 | Displacement control device for lrb |
| KR20140076770A (en) * | 2012-12-13 | 2014-06-23 | 주식회사 큐빅스 | Seismic isolation device for a bridge |
| CN103498414A (en) * | 2013-10-08 | 2014-01-08 | 衡水中铁建工程橡胶有限责任公司 | Metal damp seismic reduction and absorption support |
| CN203741697U (en) * | 2014-03-24 | 2014-07-30 | 大连理工大学 | Plate type rubber anti-seismic support |
| CN206448153U (en) * | 2017-01-12 | 2017-08-29 | 中船第九设计研究院工程有限公司 | A kind of resistant slide sheet-type support |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110886207A (en) * | 2019-12-18 | 2020-03-17 | 无锡圣丰建筑新材料有限公司 | Replacement structure of shock insulation support |
| CN111074758A (en) * | 2019-12-27 | 2020-04-28 | 同济大学 | Novel support connecting device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106544953B (en) | 2018-06-12 |
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