CN107858918A - One kind loads and unloads castellated unstressed fixed tumbler bearing soon - Google Patents
One kind loads and unloads castellated unstressed fixed tumbler bearing soon Download PDFInfo
- Publication number
- CN107858918A CN107858918A CN201711083870.XA CN201711083870A CN107858918A CN 107858918 A CN107858918 A CN 107858918A CN 201711083870 A CN201711083870 A CN 201711083870A CN 107858918 A CN107858918 A CN 107858918A
- Authority
- CN
- China
- Prior art keywords
- undersetting
- upper bracket
- bearing
- unstressed
- castellated
- 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.)
- Granted
Links
- 210000000515 tooth Anatomy 0.000 claims abstract description 18
- 238000010008 shearing Methods 0.000 claims abstract description 10
- 230000008030 elimination Effects 0.000 claims abstract description 3
- 238000003379 elimination reaction Methods 0.000 claims abstract description 3
- 230000003137 locomotive effect Effects 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- VMQPMGHYRISRHO-UHFFFAOYSA-N benzvalene Chemical group C1=CC2C3C1C32 VMQPMGHYRISRHO-UHFFFAOYSA-N 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
-
- 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
- E01D19/042—Mechanical bearings
- E01D19/046—Spherical bearings
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention discloses a kind of concrete monorail track beam hold-down support, it is that one kind loads and unloads castellated unstressed fixed tumbler bearing soon, the bearing includes upper bracket (1), spherical liner plate (2), sphere tetrafluoro slip ring (3), undersetting (4).Upper bracket (1) forms tension shearing resistance torsion resistant device with four zigzag interior tooths together with the undersetting (4) with the outer tooth of four zigzag；Antivibration and alleviation are formed together with the spherical liner plate (2) being connected as a single entity with upper bracket (1) and the sphere tetrafluoro slip ring (3) being embedded on undersetting (4) or is eliminated and answers power apparatus.The bearing efficiently solves straddle type monorail rail tracks bearing tension shearing resistance and elimination or reduces internal stress, while also eliminates the internal stress acted on anchor case and column.Straddle type monorail rail tracks seat structure is compact, realizes quick assembling and dismounting.The bearing is equally applicable to bridge pad, expands application.
Description
Technical field
The present invention relates to a kind of concrete straddle type monorail rail tracks hold-down support, is that a kind of both tension shearing resistances are antitorque, anti-
Various combined stresses, again can quick assembling, dismounting one kind load and unload castellated unstressed fixed tumbler bearing soon.
Technical background
In recent years, Construction of Urban Rail Traffic is risen in China, and straddle-type monorail rail vehicle transportation is as emerging
Urban Traffic Modes are risen, and its locomotive in service is straddled in concrete monorail track beam, and track girder passes through bottom two
Group bearing is connected with anchor case and bridge pier, and bearing will not only bear the gravity from track girder and locomotive, and still suffer from straddle seat
Horizontal force caused by locomotive directive wheel in track girder both sides, bearing are pressurized, draw, cut and turned round etc. simultaneously the work of combined stress
With.
Generally use board-like, benzvalene form and spherical bearing on current domestic bridge, straddle type monorail rail tracks and bridge
Operating mode is different, and Bearing Seat Force situation is more complicated.A kind of so bearing of suitable straddle type monorail rail tracks special operation condition of design
It is imperative.The existing spherical bridge pad of tension shearing resistance, it is impossible to the complex stress on straddle type monorail rail tracks bearing is eliminated,
Especially have the straddle-type monorail track camber beam at certain angle of inclination, its is complicated, size is larger, and install, dismounting and its
Inconvenience, maintenance are wasted time and energy.
The spherical bridge pad operation principle of tension shearing resistance：Pass through upper bracket plate, lower support plate, spherical crown liner plate, plane tetrafluoro
Slide plate, sphere tetrafluoro slide plate, stainless steel plate, it is characterised in that：The bearing direction across bridge side is provided with rocker, briquetting, with shaking
The device that axle and the upper bracket plate of briquetting cooperation, lower support plate, stainless steel plate part are formed together with the rocker and briquetting, comes
Meet the requirement of bearing tension shearing resistance.
Its shortcoming is：
First, the complex stress that straddle type monorail rail tracks bearing is born can not be eliminated or reduce, so as to shorten bearing
Service life, certain potential safety hazard be present.
2nd, complicated, assembly precision requires high, not easy to remove, the Pocket Machining below the sphere and flange of undersetting
When it is difficult to ensure that concentricity, causes unbalance stress, while be also not easy to field maintenance.
3rd, the groove below undersetting flange and the lateral rocker cooperation that overarches so that upper bracket physical dimension is larger, dress
More than 70% is extremely difficult to rear contact area, monnolithic case size is larger, and manufacturing cost is high.
4th, concentricity and required precision are high when the groove below the sphere and flange of undersetting assembles, ball in running
Under face is acted on by locomotive load, track girder or bridge gravity load, active force caused by groove can not be eliminated or reduced, grown
Phase is vibrated and stress alternation effect easily occurs fatigue damage or stress concentration and cracked.
5th, there is a straddle-type monorail track camber beam of certain gradient, undersetting flange groove and compression chord on the inside of rocker,
Outside tension stress, abrasion is uneven to exacerbate the rate of wear；It is small to bear lateral torsion, can not be repaired after damage can only integrally more
Change.
A kind of eliminating or reducing stress collection for straddle type monorail rail tracks and bridge is not only suitable for therefore, it is necessary to develop
In and the permanent seal cooling bearing simple in construction for being easily assembled, dismantling.
The content of the invention
It is contemplated that the defects of overcoming above-mentioned bridge pad to exist, there is provided one kind loads and unloads castellated unstressed fixed ball soon
Bearing, the special operation condition that the bearing had both efficiently solved straddle type monorail rail tracks play a protective role to track girder, fit again
For bridge pad tension shearing resistance operating mode, and it is simple in construction, compact, bearing does not produce stress concentration, safe and reliable, service life
Length, cost are low.Assembly or disassembly simultaneously is convenient, is easy to field maintenance, changes.
The technical scheme that the present invention takes is：
One kind loads and unloads castellated unstressed fixed tumbler bearing soon, and the bearing includes upper bracket, spherical liner plate, sphere tetrafluoro
Slip ring, undersetting.It is characterized in that：The upper bracket of connection track girder is with four zigzag interior tooths and the band for connecting the case that casts anchor
The undersetting for having the outer tooth of four zigzag forms tension shearing resistance torsion resistant device together.The spherical liner plate being connected as a single entity with upper bracket
Form antivibration and alleviation together with the sphere tetrafluoro slip ring being embedded on undersetting or eliminate and answer power apparatus.
The spherical liner plate of the present invention is connected as a single entity with bolt and upper bracket.
Sphere tetrafluoro slip ring of the present invention is embedded in undersetting spherical groove, is connected as a single entity with it.
Unstressed, quick assembling of the invention and dismantlement work principle and its designing points are：
1st, by the spherical liner plate with upper bracket one and it is embedded in the sphere tetrafluoro slip ring of undersetting spherical groove
Relative slip between sliding pair, is reduced or eliminated the torsion between upper and lower bearing and vibration；
2nd, by the insertion of the notched teeth of upper and lower bearing, realize that straddle type monorail rail tracks are tilted to caused by bearing
Pulling force and shear stress；
3rd, certain gap is reserved by design requirement between the notched teeth of upper and lower bearing, ensure that bearing by track
Beam tilts unstressed concentration under caused drawing, shearing；Realize quick assembling or dismounting simultaneously.
4th, present invention elimination stress transfer route is：Upper bracket-spherical liner plate-sphere tetrafluoro slip ring-undersetting, this
The advantages of invention, is：
First, notched teeth embedded attachment means, upper and lower bearing do not restrict mutually, do not produce stress concentration, bear torque
Greatly, securely and reliably；
2nd, upper and lower bearing is easy to process and assembling, the requirement of no installation direction, assembling, convenient disassembly, fast, is readily transported
And in-site installation, maintenance, replacing；
3rd, under equal conditions compared with existing bearing, overall structure size is small, weight reduces about 30%, zero than original
Number of packages amount is few, compact-sized, and bearing cost declines to a great extent on the premise of requirement is ensured.
Brief description of the drawings
Fig. 1 cross-sectional views of the present invention
Fig. 2 Fig. 1 of the present invention A-A diagrammatic cross-sections
Marked in figure：The spherical liner plate of 1- upper brackets, 2-, 3- sphere tetrafluoros slip ring, 4- undersettings
Fig. 3 is compared with the prior art
Marked in figure：1- upper bracket plates, 2- lower support plates, 3- spherical crown liner plates, 4- plane tetrafluoros slide plate, 5- spheres tetrafluoro are slided
Plate, 6,7- stainless steel plates, 8- rockers, 9- briquettings and connecting bolt, the lug boss of 10- lower support plates side
Embodiment
One kind loads and unloads castellated unstressed fixed tumbler bearing soon, including upper bracket 1, spherical liner plate 2, sphere tetrafluoro slide
Ring 3, undersetting 4.
Upper bracket 1 forms tension outside with four zigzag with four zigzag interior tooths and resisted together with the undersetting 4 of tooth
Cut torsion resistant device；The spherical liner plate 2 being connected as a single entity with upper bracket 1 and the sphere tetrafluoro slip ring 3 one being embedded on undersetting 4
Rise to form antivibration and alleviation or eliminate and answer power apparatus.
The bearing such as efficiently solves straddle type monorail rail tracks bearing tension, is cut, turned round at the compound action power operating mode
Straddle type monorail rail tracks are shielded by lower generation problem of stress concentration, while seat structure is compacter, safely may be used
Lean on.
Upper bracket 1 of the present invention is connected as a single entity with spherical liner plate 2 with bolt, forms holder top component.Sphere tetrafluoro is slided
Rotating ring 3 is embedded in the top of undersetting 4, forms rest base component.
During assembling, holder top component opposing floor portion component presses 45 ° of directions, and notched teeth is reached into undersetting 4 downwards and sawed
Below tooth form tooth, then rotate 45 ° and be assembled together, direction of rotation no requirement (NR).During dismounting, upper bracket 1 is rotated 45 °, it is inside and outside
Notched teeth is lifted up after departing from, simple and convenient, be easy to load and unload, particularly suitable for execute-in-place.
Claims (4)
1. one kind loads and unloads castellated unstressed fixed tumbler bearing soon, including upper bracket (1), spherical liner plate (2), sphere tetrafluoro are slided
Rotating ring (3), undersetting (4), it is characterised in that：The upper bracket (1) of connection track girder is designed with four saw interior tooths with being connected down
The undersetting (4) for being designed with the outer tooth of four zigzag of anchor case forms tension shearing resistance torsion resistant device together；It is linked as with upper bracket (1)
The spherical liner plate (2) and the sphere tetrafluoro slip ring (3) that is embedded on undersetting (4) of one form together antivibration and alleviation or
Power apparatus is answered in elimination.
2. one kind according to claim 1 loads and unloads castellated unstressed fixed tumbler bearing soon, it is characterised in that：Upper bracket
(1) four zigzag interior tooths, undersetting (4) have the outer tooth of four zigzag, inside and outside notched teeth forms fast assembling and disassembling device.
3. one kind according to claim 1 loads and unloads castellated unstressed fixed tumbler bearing soon, it is characterised in that：Upper bracket
(1) it is connected with being integrated with spherical liner plate (2).
4. one kind according to claim 1 loads and unloads castellated unstressed fixed tumbler bearing soon, it is characterised in that：Sphere tetrafluoro
Slip ring (3) is embedded on undersetting (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711083870.XA CN107858918B (en) | 2017-10-30 | 2017-10-30 | Quick-assembling and disassembling jaw type stress-free fixing ball support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711083870.XA CN107858918B (en) | 2017-10-30 | 2017-10-30 | Quick-assembling and disassembling jaw type stress-free fixing ball support |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107858918A true CN107858918A (en) | 2018-03-30 |
| CN107858918B CN107858918B (en) | 2024-01-19 |
Family
ID=61701165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711083870.XA Active CN107858918B (en) | 2017-10-30 | 2017-10-30 | Quick-assembling and disassembling jaw type stress-free fixing ball support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107858918B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2554224Y (en) * | 2002-06-27 | 2003-06-04 | 中国路桥(集团)新津筑路机械厂 | Lateral rocker type tensil, shear ball bridge bearing |
| KR100775451B1 (en) * | 2007-02-06 | 2007-11-12 | (주)부일건설산업 | A spherical type jag for bridge |
| CN201433352Y (en) * | 2009-04-17 | 2010-03-31 | 衡水中铁建工程橡胶有限责任公司 | Pull-press spherical surface rotating support |
| CN202023145U (en) * | 2011-04-20 | 2011-11-02 | 交通运输部公路科学研究所 | Dust-proof spherical bridge support |
| CN103321142A (en) * | 2013-06-23 | 2013-09-25 | 衡水中铁建工程橡胶有限责任公司 | Bush-type tensile spherical bearing |
| KR101386048B1 (en) * | 2013-06-18 | 2014-04-16 | 협성실업 주식회사 | Spherical bearing for bridge |
| CN205088566U (en) * | 2015-11-04 | 2016-03-16 | 株洲时代新材料科技股份有限公司 | Tensile ball -shaped steel support |
| CN106758792A (en) * | 2016-12-26 | 2017-05-31 | 济南大学 | A kind of bridge pad |
| CN207498813U (en) * | 2017-10-30 | 2018-06-15 | 青岛德固特轨道装备有限公司 | One kind loads and unloads castellated unstressed fixed tumbler bearing soon |
-
2017
- 2017-10-30 CN CN201711083870.XA patent/CN107858918B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2554224Y (en) * | 2002-06-27 | 2003-06-04 | 中国路桥(集团)新津筑路机械厂 | Lateral rocker type tensil, shear ball bridge bearing |
| KR100775451B1 (en) * | 2007-02-06 | 2007-11-12 | (주)부일건설산업 | A spherical type jag for bridge |
| CN201433352Y (en) * | 2009-04-17 | 2010-03-31 | 衡水中铁建工程橡胶有限责任公司 | Pull-press spherical surface rotating support |
| CN202023145U (en) * | 2011-04-20 | 2011-11-02 | 交通运输部公路科学研究所 | Dust-proof spherical bridge support |
| KR101386048B1 (en) * | 2013-06-18 | 2014-04-16 | 협성실업 주식회사 | Spherical bearing for bridge |
| CN103321142A (en) * | 2013-06-23 | 2013-09-25 | 衡水中铁建工程橡胶有限责任公司 | Bush-type tensile spherical bearing |
| CN205088566U (en) * | 2015-11-04 | 2016-03-16 | 株洲时代新材料科技股份有限公司 | Tensile ball -shaped steel support |
| CN106758792A (en) * | 2016-12-26 | 2017-05-31 | 济南大学 | A kind of bridge pad |
| CN207498813U (en) * | 2017-10-30 | 2018-06-15 | 青岛德固特轨道装备有限公司 | One kind loads and unloads castellated unstressed fixed tumbler bearing soon |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107858918B (en) | 2024-01-19 |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240129 Address after: No. 17 Shangde Avenue, Qingdao, Shandong Province, 266300 Patentee after: DORIGHT Co.,Ltd. Country or region after: China Address before: 266300 No. 1 Changjiang Road, Jiaozhou Economic and Technological Development Zone, Qingdao City, Shandong Province Patentee before: DORIGHT RAILWAY EQUIPMENT CO.,LTD. Country or region before: China |