CN206070364U - A kind of height can two-ways regulation laminated rubber bearing - Google Patents
A kind of height can two-ways regulation laminated rubber bearing Download PDFInfo
- Publication number
- CN206070364U CN206070364U CN201621042724.3U CN201621042724U CN206070364U CN 206070364 U CN206070364 U CN 206070364U CN 201621042724 U CN201621042724 U CN 201621042724U CN 206070364 U CN206070364 U CN 206070364U
- Authority
- CN
- China
- Prior art keywords
- stud
- nut
- laminated rubber
- rubber bearing
- screw thread
- 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.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
This utility model be related to a kind of height can two-ways regulation laminated rubber bearing, by one piece of laminated rubber bearing with one with forward and reverse screw thread nut and two studs constitute, the nut is provided with several check bolt holes.It is left-handed that screw thread in two studs has one, and the screw thread of another stud is dextrorotation, by nut of the rotation with forward and reverse screw thread, in that context it may be convenient to which realization increases or decreases laminated rubber bearing height.During rotation nut, two studs are not each while raising and lowering, rotates.This utility model quickly can realize it is stepless increase or decrease laminated rubber bearing height, solve the problems, such as to need micro adjustment in bridge pad installation process camber, while also solve that bridge and building engineering structure produce error when building makes up method.This utility model cannot be only used for municipal administration, and highway is new, old bridge structure, it may also be used for railway traffic engineering and other building structure.
Description
Technical field
This utility model belongs to architectural engineering and bridge structure field, and specifically one kind is related to bridge and Other Engineering
A kind of height that structure is used can two-ways regulation laminated rubber bearing.It is applied to highway, municipal bridge, rail traffic bridge
And urban elevated bridge, industry with Civil structure and need height can two-ways regulation laminated rubber bearing version
Occasion.This utility model cannot be only used for newly-built structure, it is also possible to for old, old structure reconstruction project.
Background technology
Laminated rubber bearing be at home and abroad science of bridge building, industry with civil buildings in a kind of widely used bearing.It
There is simple structure, easy to make, with low cost, easy for installation, approved by engineering circles always for a long time.
China starts just laminated rubber bearing is applied in science of bridge building in middle nineteen sixties, has nearly 50 so far
The history in year.China formulated the design of first laminated rubber bearing, the technical standard for producing and using in 1988, after
Again through repeatedly revision, define at present《Slab rubber bearing in Highway Bridge standard》（JT/T-2004）, be specification and
Large area is laid a good foundation using laminated rubber bearing.
At present, it is in the majority using structures such as cored slab, small box girders in the engineering such as highway, municipal administration, overpass, and this kind of bridge knot
Structure is often economical and convenient using laminated rubber bearing, therefore laminated rubber bearing obtains extensive large area and uses.
The particularly bridge structure of cored slab, almost 100% employing laminated rubber bearing support as which.Although laminated rubber bearing
There is lot of superiority used in this kind of bridge structure, but be also found that some are asked in recent years in use one by one
Topic.Be mainly manifested in the components such as cored slab, small box girder construction when can all have larger fabrication error, after setting a roof beam in place each fulcrum or
It is many or there is the phenomenon that fulcrum is unreal or fulcrum comes to nothing less.As these bridge members can all adopt the supporting shape of four fulcrums
Formula, general knowledge teach that determine a plane at 3 points, if four supporting-points, wherein have a point can not in this plane,
Therefore it is the universal phenomenon of this class formation that rear fulcrum of setting a roof beam in place is unreal or fulcrum comes to nothing.Fulcrum is unreal or fulcrum comes to nothing to bridge structure
There is very big harm, it can make the structures such as cored slab be distorted during operation, cored slab increases extra internal force, in addition
When fulcrum comes to nothing, vehicle process can produce huge shock, and make structure twist phenomenon.Both phenomenons can be tied to bridge
Structure and environment have larger negative effect.After setting a roof beam in place, if finding, fulcrum is unreal or phenomenon of coming to nothing, and most of units in charge of construction can listen
Appoint it, will not typically make any process.Because solving fairly cumbersome.Even if running into responsible unit in charge of construction or prison
Reason, in the amount of coming to nothing than in the case of larger, one block of steel plate can be filled at place of coming to nothing using pading plate in the form of, as to whether padding
, few people go to manage him.For example, a seat empty 28mm, workmen can look for the billet of one piece of 20mm or 30mm to go
Pad, the billet of 30mm go plug certainly not enter, can only be with the billet of one piece of 20mm, therefore the hidden danger come to nothing still is present.
Say again, the billet of insertion is run in journey on bridge with vehicle, will not loose or dislocation or corrosion every how long.At present I
The design life expectancy of the bridge of state has very big gap with actual life, has very big pass with the installation quality of bearing
System.
In view of the foregoing, it is necessary to find a kind of new, convenient height adjustable laminated rubber bearing, improve bearing
Installation quality, it is ensured that the service life of bridge, is necessary.
The content of the invention
The purpose of this utility model be design and provide a kind of novel high can two-ways regulation laminated rubber bearing, can
With the installation quality for simply and easily improving and improving laminated rubber bearing.
The utility model proposes a kind of novel high can two-ways regulation laminated rubber bearing, from top to bottom by common
Laminated rubber bearing 1, the first stud 2, nut 3, and the second stud 4 constitute, wherein：
Described common laminated rubber bearing 1 is circular or rectangular configuration, is to produce with certain thickness sizing rubber
Product；The hand of spiral of the first described stud 2 and the second stud 4 is conversely, i.e. when the first stud 2 adopts left hand thread or dextrorotation spiral shell
During stricture of vagina, the second stud 4 adopts right-handed thread or right-handed thread；It is with certain diameter and length and with a left side（Or it is right）Rotation
The size matching of the cylinder steel part of screw thread, its diameter and common laminated rubber bearing 1, amount of its length by required regulation
To determine；The top of the first stud 2 is placed or be fixed on to the common laminated rubber bearing 1；Second stud 4 directly can be shelved
In Bridge Pier；The nut 3 is located between the first stud 2 and the second stud 4, the upper and lower at 3 two ends of the nut
The nut of different directions screw thread is respectively provided with, the screw thread on 3 top of the nut is identical with the hand of spiral of the first stud 2, described
The screw thread of 3 bottom of nut is identical with the hand of spiral of the second stud 4；The thickness of nut 3（Highly）Come true by the amount of required regulation
It is fixed.3 two ends of the nut are provided with several check bolt holes 5.
In this utility model, in 3 rotary course of the nut, the first stud 2 and the second stud 4 each rise simultaneously and under
Drop, does not rotate.
The beneficial effects of the utility model are：This utility model can quickly realize the stepless board-like rubber of increasing or decreasing
Seat height degree, solves the problems, such as to need micro adjustment in bridge pad installation process camber, while also solving bridge and building
Build engineering structure error is produced when building and make up method.This utility model cannot be only used for municipal administration, and highway is new, old bridge knot
Structure, it may also be used for railway traffic engineering and other building structure.
Description of the drawings
Fig. 1 is this utility model elevational schematic view；
Fig. 2 is the left-handed stud schematic diagram of this utility model；
Fig. 3 is this utility model dextrorotation stud schematic diagram；
Fig. 4 is this utility model nut structure schematic diagram；
Label in figure：1 is common laminated rubber bearing, and 2 is the first stud, and 3 is nut, and 4 is the second stud.
Specific embodiment
Below in conjunction with the accompanying drawings 1 ~ 4 pair of this utility model height can the laminated rubber bearing of two-ways regulation further describe.
Embodiment 1：This utility model height can two-ways regulation laminated rubber bearing unit by one block of common board-like rubber
Bearing and a nut with forward and reverse screw thread and two stud compositions, the nut are provided with several check bolt holes.Its
In, it is left-handed that the screw thread in two studs has one, and the screw thread of another stud is dextrorotation, by rotation with forward and reverse screw thread
Nut, in that context it may be convenient to realization increase or decrease laminated rubber bearing height.When the height of needs is reached, locking spiral shell is screwed
Bolt
Common laminated rubber bearing 1 is made by rubber and steel part mixing, can directly rest on the top of the first stud 2
Portion, or be attached at the top of which with the first stud 2 in other way.
First stud 2 carries left hand thread, and the second stud 4 carries right-handed thread, and its diameter is according to laminated rubber bearing
Size determines that the length of stud is determined according to required regulated quantity.The intensity of screw thread should pass through meter according to the load that top is born
Calculate and determine.
Nut 3 with forward and reverse screw thread is made using steel part, and two ends respectively carry the nut of different directions screw thread.Its screw thread
Direction and size with it is left（Or it is right）The first stud of rotation screw thread 2 and the right side（Or it is left）The second stud of rotation screw thread 4 matches.The thickness of nut
Degree（Or height）Determined by the amount of required regulation.Some bolts hole are provided with the side appropriate location of nut, it is anti-for being screwed into
Loose bolt.When rotation nut 3, the first stud 2, the second stud 4 are each while raising and lowering, laminated rubber bearing is adjusted to
During the height of needs, check bolt is screwed into, now adjustment work is completed, due to the effect of check bolt, nut 3 and the first stud
2nd, the relative position of the second stud 4 is fixed with regard to this, and under load action, the position of height will lock laminated rubber bearing.
Using by the way of nut, stud are heightened in addition to conveniently advantage, it is a further advantage that high precision.Jing is thick
Slightly estimate, the laminated rubber bearing of a diameter 400, when pitch is 1 ° of the nut rotation of t2（About 18mm）, equivalent to rotate its
Girth 1/360 when, its amount of raising is about 0.03mm.Therefore can be precisely controlled by the way of being heightened using nut, stud
The amount of heightening, and operated quickly and conveniently.
Claims (2)
1. a kind of height can two-ways regulation laminated rubber bearing, from top to bottom by common laminated rubber bearing（1）, the first spiral shell
Post（2）, nut（3）, and the second stud（4）Composition, it is characterised in that：
Described common laminated rubber bearing（1）For circular or rectangular configuration, it is sizing rubber product；The first described stud
（2）With the second stud（4）Hand of spiral conversely, i.e. when the first stud（2）During using left hand thread or right-handed thread, the second spiral shell
Post（4）Using right-handed thread or right-handed thread；First stud（2）With the second stud（4）For cylinder steel part, its diameter
With common laminated rubber bearing（1）Size matching, its length determined by the amount of required regulation；The common board-like rubber
Glue bearing（1）Place or be fixed on the first stud（2）Top；Second stud（4）Directly can be held in Bridge Pier；It is described
Nut（3）Positioned at the first stud（2）With the second stud（4）Between, the nut（3）The upper and lower at two ends is respectively provided with not
The nut of equidirectional screw thread, the nut（3）The screw thread on top and the first stud（2）Hand of spiral it is identical, the nut（3）
The screw thread of bottom and the second stud（4）Hand of spiral it is identical；Nut（3）Thickness or height come true by the amount of required regulation
It is fixed；The nut（3）Two ends are provided with several check bolt holes（5）.
2. height according to claim 1 can two-ways regulation laminated rubber bearing, it is characterised in that the nut（3）Rotation
During turning, the first stud（2）With the second stud（4）Each while raising and lowering, does not rotate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621042724.3U CN206070364U (en) | 2016-09-08 | 2016-09-08 | A kind of height can two-ways regulation laminated rubber bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621042724.3U CN206070364U (en) | 2016-09-08 | 2016-09-08 | A kind of height can two-ways regulation laminated rubber bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206070364U true CN206070364U (en) | 2017-04-05 |
Family
ID=58437154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621042724.3U Active CN206070364U (en) | 2016-09-08 | 2016-09-08 | A kind of height can two-ways regulation laminated rubber bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206070364U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059605A (en) * | 2017-06-09 | 2017-08-18 | 上海市城市建设设计研究总院（集团）有限公司 | The bridge pad of bridge pad governor motion, adjustable height and adjustable inclination |
| CN107604811A (en) * | 2017-10-31 | 2018-01-19 | 中铁第四勘察设计院集团有限公司 | A kind of mode tensile supporting seat for straddle type monorail rail tracks step-less adjustment |
| CN107642034A (en) * | 2017-10-12 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type rail beam bearing |
| CN107653773A (en) * | 2017-10-12 | 2018-02-02 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type rail beam bearing stepless height-regulating structure |
| CN107675612A (en) * | 2017-10-31 | 2018-02-09 | 中铁第四勘察设计院集团有限公司 | A kind of mode tensile supporting seat for straddle type monorail rail tracks |
-
2016
- 2016-09-08 CN CN201621042724.3U patent/CN206070364U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059605A (en) * | 2017-06-09 | 2017-08-18 | 上海市城市建设设计研究总院（集团）有限公司 | The bridge pad of bridge pad governor motion, adjustable height and adjustable inclination |
| CN107642034A (en) * | 2017-10-12 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type rail beam bearing |
| CN107653773A (en) * | 2017-10-12 | 2018-02-02 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type rail beam bearing stepless height-regulating structure |
| CN107604811A (en) * | 2017-10-31 | 2018-01-19 | 中铁第四勘察设计院集团有限公司 | A kind of mode tensile supporting seat for straddle type monorail rail tracks step-less adjustment |
| CN107675612A (en) * | 2017-10-31 | 2018-02-09 | 中铁第四勘察设计院集团有限公司 | A kind of mode tensile supporting seat for straddle type monorail rail tracks |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206070364U (en) | A kind of height can two-ways regulation laminated rubber bearing | |
| CN204825676U (en) | A hang basket device that is used for widen bridge floor variable cross section case roof beam cantilever to pour | |
| CN107905090B (en) | A kind of municipal administration bridge earthquake resistance structure and construction method | |
| WO2017101769A1 (en) | Double-track beam for magnetic-levitation rail-wrap-type rail transit | |
| CN205591586U (en) | Can finely tune bracing piece for building of a tie distance | |
| CN204726253U (en) | Overheat rigid contact network suspension | |
| CN104652245A (en) | Longitudinal constraint method for cable-stayed bridges | |
| CN205329523U (en) | Bridge steelframe bearing structure | |
| CN201883612U (en) | Anchor device | |
| CN203905589U (en) | Contact network double-steel-channel lattice pillar | |
| CN201614551U (en) | Prefabricated small box girder cross slope adjusting side mould | |
| CN206204788U (en) | A kind of large volume bent cap automatically adjusts engineering support high | |
| CN206110137U (en) | Combination formula supporting adjusting device that can two -wayly adjust | |
| CN114717956A (en) | Bridge pier column diaphragm construction umbrella-type support system | |
| CN201406612Y (en) | Unit track plate capable of transversely adjusting prestressing force | |
| CN209584870U (en) | Pedestal structure for the prefabricated a variety of line style free cantilever erections segment of long line method | |
| CN210737579U (en) | Steel column base structure capable of being horizontally adjusted | |
| CN203603481U (en) | Concrete floor formwork supporting and arranging tool | |
| CN207091832U (en) | A kind of anchor formula non-fragment orbit | |
| CN206289473U (en) | A kind of streetcar track erecting device | |
| CN206016259U (en) | A kind of adjustable beam die plate reinforcing jacking device | |
| CN219080949U (en) | A heat preservation template support structure that exempts from to open with adjustable be used for climbing frame support | |
| CN209723643U (en) | A kind of shear force wall reinforcing steel bar protective layer control device | |
| CN202323755U (en) | Multi-functional supporting device used in construction process of bridge | |
| CN204940121U (en) | Cast-in-situ box girder high large span form bracing system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |