CN103243642B - Rolling shaft type bridge support - Google Patents

Rolling shaft type bridge support Download PDF

Info

Publication number
CN103243642B
CN103243642B CN201310179888.5A CN201310179888A CN103243642B CN 103243642 B CN103243642 B CN 103243642B CN 201310179888 A CN201310179888 A CN 201310179888A CN 103243642 B CN103243642 B CN 103243642B
Authority
CN
China
Prior art keywords
roller
support
cylinders
type bridge
support plate
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
Application number
CN201310179888.5A
Other languages
Chinese (zh)
Other versions
CN103243642A (en
Inventor
尚守平
雷振海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201310179888.5A priority Critical patent/CN103243642B/en
Publication of CN103243642A publication Critical patent/CN103243642A/en
Application granted granted Critical
Publication of CN103243642B publication Critical patent/CN103243642B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

A rolling shaft type bridge support comprises an upper support plate, a lower support plate, an upper roller, a lower roller and a hinged shaft; the upper roller comprises two half-cylinders; sections of the half-cylinders are fixedly connected with the upper support plate; the lower roller comprises two half-cylinders; sections of the half-cylinders are fixedly connected with the lower support plate; the upper roller and the lower roller are symmetrically distributed; the hinged shaft comprises cylinder steel; and the hinged shaft which is arranged between the four half-cylinders rotates matching with the half-cylinders. The roller type bridge support has the advantages of being simple and compact in structure and low in cost; eliminating a roller shaft of the roller support, greatly improving distribution of stress and avoiding support damage caused by large contact stress of the lower support plate due to the fact that the contacting mode of the lower roller and the lower support plate is changed into surface contact from linear contact; enabling the support to be compact and stable due to the elimination of the roller shaft of the roller support and the reduction of the height of the support; and enabling the service life to be expanded due to the facts that the steel which has better durability than rubber is utilized as compression materials and rust-resistance materials are coated on the surface of every component of the bridge support to resist rust.

Description

A kind of roller shaft type bridge pad
Technical field
The present invention relates to highway, railroad bridge, particularly relate to a kind of bridge hinged steel seat.
Background technology
Bridge pad is the important feature parts connecting bridge superstructure and substructure.Bridge pad is set up on pier, the device of end face supporting bridge superstructure.Its function, for superstructure is fixed on pier, is born the various power acting on superstructure, and it is reliably passed to pier; Under load, temperature, concrete shrinkage and creep effect, bearing can adapt to corner and the displacement of superstructure, makes superstructure can Free Transform and do not produce extra additional internal force.
The bearing that the current highway bridge of China uses mainly is divided into roller support, plate bearing, rocker bearing, curved support, spherical bearing, board-like and pot rubber bearing.These bearings have unreasonable part.Roller support rotational restraint is excessive.The displacement of steel plate bearing is limited, and the supported end of beam can not freely rotate.Rocker bearing bearing capacity is high, but bearing is high, complex structure, safeguards more difficult.Curved support rotation is dumb, crab-bolt is easily cut off.Spherical bearing has not allowed any flexible in the horizontal direction, wide bridge uses and is restricted.Board-like easily aging with rubber that is pot rubber bearing, durability is not good enough.In recent years, the bridge that we find many employing pot rubber bearings is under arms in more than ten years even a few year, bearing just total necrosis or partial necrosis.Therefore, a kind of bridge pad that simultaneously can meet bearing requirement and durability is badly in need of.
Summary of the invention
The problem to be solved in the present invention is: solve existing highway bridge bearing active time short, hold flimsy problem, provide a kind of counter-force and the displacement that can adapt to bridge superstructure, long-lived bridge hinged steel seat.
The present invention solves the scheme that its technical problem adopts: a kind of roller shaft type bridge pad, comprises upper base plate and lower seat board; It also comprises top roll, lower roll, hinge; Top roll comprises two semicolumns, the affixed upper base plate in cross section of semicolumn; Lower roll comprises two semicolumns, the affixed lower seat board in cross section of semicolumn; Top roll and lower roll symmetrical; Hinge comprises a cylindrical steel, and hinge is placed in the middle of four semicolumns, rotation suitable with semicolumn.
Described bridge pad also comprises two pieces of side shields, and side shield is vertically placed between upper base plate and lower seat board, the outside of top roll and lower roll, and the affixed lower seat board in side shield bottom, bottom inside and the lower roll edge of side shield are affixed.
Described affixed mode is welding.
The all components of described bridge pad are made by steel material.
The all component surface of described bridge pad have all smeared one deck rush-resisting material.
Compared with prior art, the present invention is simple and compact for structure, with low cost; Eliminate the roll shaft of roller support, lower roll is contacted by linear contact lay face of having made into the contact form of lower seat board, substantially improves stress distribution, solve the bearing harm caused because lower seat board contact stress is large; Eliminate the roll shaft of roller support, reduce the height of bearing, make bearing compacter stable; Use steel as pressed material, compare rubber durability better, make the service life of bridge pad longer; Spread upon each component surface of bridge pad with rush-resisting material, for antirust, the application life of bridge pad can be increased.
Accompanying drawing explanation
Fig. 1 is the structural representation of the bridge pad embodiment 1 of bridge of the present invention.
Detailed description of the invention
Now by reference to the accompanying drawings and specific embodiment, the present invention will be described in detail.
Embodiment 1
With reference to accompanying drawing 1, the present embodiment comprises upper base plate 1, lower seat board 5, top roll 2, lower roll 4, hinge 3 and side shield 6.Wherein upper base plate 1 and lower seat board 5 weld together by two block plates.Top roll 2 comprises two semicolumns, and two semicolumns distribute side by side, and the cross section of semicolumn is welded on upper base plate 1; Lower roll 4 comprises two semicolumns, and two semicolumns distribute side by side, the affixed lower seat board in cross section of semicolumn; Top roll and lower roll symmetrical; Hinge is a cylindrical steel, and hinge is placed in the middle of four semicolumns, rotation suitable with semicolumn.Side shield 6 is vertically placed between upper base plate 1 and lower seat board 5, the outside of top roll 2 and lower roll 4, the affixed lower seat board 1 in side shield 6 bottom, the bottom inside of side shield 6 and lower roll 4 EDGE CONTACT.Side shield 6 can prevent hinge 3, upper base plate 1 and lower seat board 5 horizontal sliding.Hinge 3 is tangent with two semicolumns of top roll 2, lower roll 4, is realized the rotating property of bridge by the slip of cylindrical steel.
Smear pitch ointment in each component surface, pitch ointment only for antirust, does not stress, and can increase the durability that bridge pad is antirust.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that the ordinary skill of this area just design according to the present invention can make many changes and modification without the need to creative work.Therefore, all technician in the art, all should in the scope of the protection determined by claim under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.

Claims (6)

1. a roller shaft type bridge pad, comprises upper base plate and lower seat board, it is characterized in that: it also comprises top roll, lower roll, hinge; Top roll comprises two semicolumns, the affixed upper base plate in cross section of semicolumn; Lower roll comprises two semicolumns, the affixed lower seat board in cross section of semicolumn; Top roll and lower roll symmetrical; Hinge comprises a cylindrical steel, and hinge is placed in the middle of four semicolumns, rotation suitable with semicolumn.
2. a kind of roller shaft type bridge pad according to claim 1, is characterized in that: it also comprises two pieces of side shields; Described side shield is vertically placed between upper base plate and lower seat board, the outside of top roll and lower roll, the affixed lower seat board in side shield bottom.
3. a kind of roller shaft type bridge pad according to claim 2, is characterized in that: bottom inside and the lower roll of described side shield are affixed.
4. a kind of roller shaft type bridge pad according to claim 2,3 any one, is characterized in that: described affixed mode is welding.
5. a kind of roller shaft type bridge pad according to claim 1, is characterized in that: all components of described bridge pad are made by steel material.
6. a kind of roller shaft type bridge pad according to claim 1, is characterized in that, all component surface of described bridge pad have all smeared one deck rush-resisting material.
CN201310179888.5A 2013-05-15 2013-05-15 Rolling shaft type bridge support Expired - Fee Related CN103243642B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310179888.5A CN103243642B (en) 2013-05-15 2013-05-15 Rolling shaft type bridge support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310179888.5A CN103243642B (en) 2013-05-15 2013-05-15 Rolling shaft type bridge support

Publications (2)

Publication Number Publication Date
CN103243642A CN103243642A (en) 2013-08-14
CN103243642B true CN103243642B (en) 2015-01-14

Family

ID=48923494

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310179888.5A Expired - Fee Related CN103243642B (en) 2013-05-15 2013-05-15 Rolling shaft type bridge support

Country Status (1)

Country Link
CN (1) CN103243642B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447603B (en) * 2017-09-30 2023-12-22 成都市新筑交通科技有限公司 Pull-press shaft type monorail beam support
CN107604816A (en) * 2017-10-23 2018-01-19 中国铁路设计集团有限公司 Railroad bridge temperature stopping means

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0378986A1 (en) * 1989-01-20 1990-07-25 BÖHLER Gesellschaft m.b.H. Bearing
CN201288304Y (en) * 2008-10-07 2009-08-12 徐州中煤钢结构建设有限公司 Hinge and roller support for trestle
CN201649293U (en) * 2010-03-08 2010-11-24 中电普瑞科技有限公司 Universal spherical steel support
CN201722604U (en) * 2010-07-24 2011-01-26 中铁六局集团有限公司 Vertical force-transferring support
CN202099736U (en) * 2011-06-08 2012-01-04 新津腾中筑路机械有限公司 Hinge support
CN203334176U (en) * 2013-05-15 2013-12-11 尚守平 Roll shaft type bridge support

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0378986A1 (en) * 1989-01-20 1990-07-25 BÖHLER Gesellschaft m.b.H. Bearing
CN201288304Y (en) * 2008-10-07 2009-08-12 徐州中煤钢结构建设有限公司 Hinge and roller support for trestle
CN201649293U (en) * 2010-03-08 2010-11-24 中电普瑞科技有限公司 Universal spherical steel support
CN201722604U (en) * 2010-07-24 2011-01-26 中铁六局集团有限公司 Vertical force-transferring support
CN202099736U (en) * 2011-06-08 2012-01-04 新津腾中筑路机械有限公司 Hinge support
CN203334176U (en) * 2013-05-15 2013-12-11 尚守平 Roll shaft type bridge support

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PI9001533A 1991.11.05 *

Also Published As

Publication number Publication date
CN103243642A (en) 2013-08-14

Similar Documents

Publication Publication Date Title
CN202220324U (en) Multidirectional displacement modulus type bridge telescopic device
CN103243642B (en) Rolling shaft type bridge support
CN201459597U (en) Quakeproof damping spherical steel support capable of realizing type conversion
CN101768921B (en) Environment-friendly noise reduction type bridge expansion joint device with multi-directional deflection function
CN203334176U (en) Roll shaft type bridge support
CN203320408U (en) Spherical tensile steel support
CN108487051A (en) A kind of multifrequency subtracts shock insulation cylindrical surface friction pendulum support
CN102677585A (en) Round spherical hinge adjusting gradient laminated rubber bearing for highway bridge
CN204855062U (en) Cylinder device and arrestment mechanism thereof
CN102677586A (en) Rectangular spherical hinge adjusting gradient laminated rubber bearing for highway bridge
CN107917785B (en) A kind of girder steel stability test load loading device based on lever principle
CN206887749U (en) A kind of split type Isolated Bridges bearing
CN2797429Y (en) Double cylindrical surface steel bearing for bridge
CN201262027Y (en) Shielding door bottom structure for rail traffic
CN202390756U (en) Ball type steel support
KR100206637B1 (en) Pot bearing
CN108774949B (en) Vertical vibration isolation spherical steel support with lever assembly
CN205474807U (en) Bridge resistance to plucking structure
CN201952726U (en) Steel spherical crown laminated rubber bearing
CN107355445B (en) A kind of hydraulic car leg oil cylinder
CN204898511U (en) Rubber draws pressure support
CN201030311Y (en) Elastic support dual-spherical pressure cylinder for roll squeezer
CN204898512U (en) Rubber bridge beam supports with protection device is moved to side
CN216809387U (en) Adjustable turnout roller device based on eccentric shaft
CN201581349U (en) Environment-friendly noise-reduction bridge expansion joint device with multidirectional deflection function

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150114

Termination date: 20160515

CF01 Termination of patent right due to non-payment of annual fee