CN101555674A - Vibration damping composite rubber mat plate used under railway rail and preparation method thereof - Google Patents

Vibration damping composite rubber mat plate used under railway rail and preparation method thereof Download PDF

Info

Publication number
CN101555674A
CN101555674A CNA2009100261585A CN200910026158A CN101555674A CN 101555674 A CN101555674 A CN 101555674A CN A2009100261585 A CNA2009100261585 A CN A2009100261585A CN 200910026158 A CN200910026158 A CN 200910026158A CN 101555674 A CN101555674 A CN 101555674A
Authority
CN
China
Prior art keywords
plate
rubber
rubber mat
vibration damping
corrosion resistant
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.)
Pending
Application number
CNA2009100261585A
Other languages
Chinese (zh)
Inventor
刘浩杰
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 CNA2009100261585A priority Critical patent/CN101555674A/en
Publication of CN101555674A publication Critical patent/CN101555674A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Laminated Bodies (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention relates to a vibration damping composite rubber mat plate used under a railway rail and a preparation method thereof. The rubber mat plate comprises a stainless steel plate (1) and a rubber plate (2), wherein, the stainless steel plate (1) is stuck on the upper surface of the rubber plate (2); the rubber mat plate is characterized in that the lower surface of the stainless steel plate (1) is welded with a metal screen plate (3), and the stainless steel plate (1) and the metal screen plate (3) are connected on the upper surface of the rubber plate (2). The stainless steel plate of the composite rubber mat plate is stuck and integrated with the rubber plate by the metal screen plate, so that the aesthetic property of the stainless steel surface is ensured, and the adhesive attraction between the stainless steel plate and the rubber can be greatly improved; therefore, the stainless steel plate and the rubber are well stuck with each other and not easy to deglue, the service life is prolonged, and the preparation process is simpler. The rubber mat plate can be used for buffering the high speed vibration and impact extrusion force which are generated when vehicles pass through the steel rail, thus protecting a roadbed and a rail bearing of the steel rail and making electric insulation for a signal system.

Description

Vibration damping composite rubber mat plate used under railway rail and preparation method thereof
Technical field
The present invention relates to a kind of rubber tile, particularly a kind of composite rubber plate and preparation method thereof that is applied under the railway rail.
Background technology
Present railway rail structure for cushioning between rail and sleeper the composite rubber mat plate that is compounded to form with stainless steel substrates and General Purpose Rubber backing plate, the vibration when driving a vehicle between rail and the sleeper with minimizing.When the new round of Nanjing Yangtze River Bridge railway access bridge in 1998 switches tracks overhaul, just changed former sleeper, laid concrete sleeper and gapless track, by institute of iron section design, between rail and sleeper cushioning composite rubber mat plate.But along with the speed raising of railway, bridge foundation vibrates increase in running at high speed.Rail displacement when high speed traveling increases, cause the resistance of rail and backing plate to increase, the situation that the stainless steel substrates that composite rubber mat plate will take place this rubber mat plate is in use for some time extruded under the rail, thereby cause the track imbalance, reduce the quality of railway track, influenced traffic safety.In order to solve this difficult problem, the technician has changed partly new composite rubber mat plate or has reinforced with screw, but can't fundamentally solve the problem that compound backing plate comes unstuck, stainless steel substrates is extruded.
Stainless steel surfaces does not pass through specially treated in the composite rubber mat plate that uses at present, the bonding relatively difficulty of stainless steel and rubber, the general bond strength that adopts ways such as sandblast in the surface, hacking to improve metal and rubber, but because the particularity of compound backing plate environment for use adopts old way can not satisfy instructions for use simply.And existing compound backing plate corrosion resistant plate is bonding with rubber employing cold-adhered mode, promptly adopt 801 bonding adhesive or other similar bonding adhesive, behind the common backing plate surface and stainless steel surfaces simple process that have vulcanizated, each is brushed one time or twice adhesive, and the adhesive bond of colding pressing forms.Corrosion resistant plate that this kind production technology is produced and rubber do not form one, are applicable in the non-dynamic environment, then because of its bonding force deficiency, very easily cause degumming phenomenon in the dynamic environment.
Summary of the invention
Purpose of the present invention then is bad at adhesion stress between the corrosion resistant plate of using vibration damping composite rubber mat plate under the at present existing rail and the rubber tile, caducous shortcoming, provide a kind of corrosion resistant plate and rubber tile bonding force good, difficult disengaging, vibration damping composite rubber mat plate used under railway rail that damping property is good and preparation method thereof.
Purpose of the present invention can realize by following measure:
Vibration damping composite rubber plate under a kind of railway rail, include corrosion resistant plate and rubber tile, corrosion resistant plate is bonded in the rubber tile upper surface, it is characterized in that the soffit of described corrosion resistant plate is welded with metal otter board, and corrosion resistant plate and net-shaped metal plate are connected to the rubber mat plate upper surface jointly.
Described rubber mat plate side is provided with the through hole of a plurality of phase line parallels.
A kind of method for preparing vibration damping composite rubber plate under the railway rail, its technology step is poly-as follows:
(a) corrosion resistant plate sanction and net-shaped metal plate are cut into laggard andante face of suitable shape and the welding of plate face;
(b) natural rubber and synthetic rubber are plasticated with mixing;
(c) with the one side of above-mentioned rubber-moulding after mixing, form rubber mat plate to corrosion resistant plate welding net-shaped metal plate;
(d) rubber mat plate that advances above-mentioned formation carries out the integral body sulfuration, obtains vibration damping composite rubber mat plate.
Described corrosion resistant plate thickness is 1-1.2mm, and by the sandblast hacking, the welding manner of it and net-shaped metal plate is spot welding before preceding welding.
Corrosion resistant plate after the welding and net-shaped metal plate carry out after surface acid-washing, washing, oven dry, coating adhesive, the oven dry and rubber-moulding again.
Conditions of vulcanization was 155 ℃ of curing temperatures during described (d) step was poly-, sulfide stress 0.8MPa, cure time 15min.
Corrosion resistant plate in the composite rubber mat plate provided by the invention is bonded into one by net-shaped metal plate and rubber tile; both solved the aesthetic property of stainless steel surfaces; the adhesive power of corrosion resistant plate and rubber is greatly improved; make the bonding between them fine, be difficult for coming unstuck, prolong application life; preparation is also fairly simple simultaneously; it can cushion vehicle by vibration at high speed and impact extruded power that rail produced, protects rail roadbed and sleeper, and signal system is carried out electric insulation.
Description of drawings
Fig. 1 is the structural representation of rubber mat plate of the present invention.
Fig. 2 is the process chart of composite rubber mat plate of the present invention.
The specific embodiment
Below in conjunction with drawings and Examples the present invention is further described:
As shown in Figure 1, the present invention has welded net-shaped metal plate 3 in the bottom surface of corrosion resistant plate 1, makes corrosion resistant plate 1 and rubber tile 2 moulding again, makes corrosion resistant plate 1 and net-shaped metal plate 3 be connected to rubber tile 2 upper surfaces jointly, forms rubber mat plate.The mesh that rubber tile 2 upper surfaces after the moulding see through net-shaped metal plate 3 can bond to corrosion resistant plate 1 bottom surface, thereby the corrosion resistant plate 1 and the bond strength of rubber tile 2 are greatly improved, and can't peel off by hand.When doing disbonded test, draw corrosion resistant plate 1 and rubber tile 2 respectively from the rubber mat plate both sides with external force, rubber mat plate is broken, and corrosion resistant plate 1 does not separate yet with rubber tile 2.In order to strengthen the damping property of rubber mat plate, be provided with a plurality of through holes 4 that are level in the side of rubber tile 2, each through hole 4 is parallel to each other, and is positioned at the top of leaning on of rubber tile 2, promptly near corrosion resistant plate 1.Through hole 4 can make corrosion resistant plate 3 better with the elasticity of rubber tile 2 vertical direction, and rubber mat plate is stronger to the extruding ability to bear of rail when making driving.
As shown in Figure 2, preparation method's process is as follows particularly for rubber mat plate of the present invention:
A) 1-1.2mm thickness corrosion resistant plate is cut into required shape size,, again the net-shaped metal plate after it and the cutting is carried out the spot welding of plate, carry out surface acid-washing, washing, oven dry, coating adhesive, dry for standby then in the face of the plate face by the sandblast hacking; Adhesive is Kai Muluoke.
(b) natural rubber and synthetic rubber are plasticated with mixing, preferred adopt No. 3 smoke sheet rubber rubber of import, anti-atmospheric aging and with the strong neoprene of metal cementability, three kinds of rubber blendings of butadiene rubber that cold resistance is good and elasticity is outstanding, can make the toughness of rubber reach better effect.This process is used from the sealed high speed rubber mixing machine of the F-160 of Italian import, from being dosed into the full-automatic refining glue program that the elastomeric compound discharging is computer control, makes the compactness of rubber product, pliability better.
(c) above-mentioned rubber-moulding after mixing is welded with the one side of net-shaped metal plate to corrosion resistant plate, makes their whole rubber mat plates that forms.400 * 1000mm rubber mixing machine is used in moulding; Its technological parameter is capacity≤50KG, 60-65 ℃ of preliminary roller roller temperature, and 65-70 ℃ of back roller roller temperature, pad refining roll spacing 8-10mm, thin-pass 2-3 time, require slice film thickness 6 ± 0.5mm, there are not oil, dirt, no steam bubble, no-sundries, no hole.Form a plurality of mutually through through holes in the side of rubber rubber plate after the moulding, strengthened the damping property of rubber tile.
(d) rubber mat plate that advances above-mentioned formation carries out the integral body sulfuration, control cure time 15min, and 155 ℃ of curing temperatures, sulfide stress 0.8MPa, the weight that feeds intake is at 320 ± 20g.Put in order at last, it is smooth to obtain clip, the circular arc slyness, and no scar, no starved, no steam bubble, no concave-convex injustice, nothing are owed the vibration damping composite rubber mat plate of sulphur sponge, no surface impurity.
The undeclared part of other that the present invention relates to is same as the prior art.

Claims (8)

1, a kind of vibration damping composite rubber mat plate used under railway rail, include corrosion resistant plate (1) and rubber tile (2), corrosion resistant plate (1) is bonded in rubber tile (2) upper surface, the soffit that it is characterized in that described corrosion resistant plate (1) is welded with metal otter board (3), and corrosion resistant plate (1) is connected to rubber tile (2) upper surface jointly with net-shaped metal plate (3).
2, vibration damping composite rubber mat plate used under railway rail according to claim 1 is characterized in that described rubber tile (2) side is provided with a plurality of through holes (4).
3, vibration damping composite rubber mat plate used under railway rail according to claim 2 is characterized in that described a plurality of through hole (4) is parallel to each other.
4, a kind of method for preparing vibration damping composite rubber mat plate used under railway rail, its technology step is poly-as follows:
(a) corrosion resistant plate and net-shaped metal plate are cut into the laggard andante of suitable shape in the face of the welding of plate face;
(b) natural rubber and synthetic rubber are plasticated with mixing;
(c) with the one side of above-mentioned rubber-moulding after mixing, form rubber mat plate to corrosion resistant plate welding net-shaped metal plate;
(d) rubber mat plate that advances above-mentioned formation carries out the integral body sulfuration, obtains vibration damping composite rubber mat plate.
5, the method for preparing vibration damping composite rubber mat plate used under railway rail according to claim 4 is characterized in that described corrosion resistant plate thickness is 1-1.2mm, and by the sandblast hacking, the welding manner of it and net-shaped metal plate is spot welding before preceding welding.
6, according to claim 4 or the 5 described methods that prepare vibration damping composite rubber mat plate used under railway rail, corrosion resistant plate after it is characterized in that welding and net-shaped metal plate carry out after surface acid-washing, washing, oven dry, coating adhesive, the oven dry and rubber-moulding again.
7, the method for preparing vibration damping composite rubber mat plate used under railway rail according to claim 4 is characterized in that poly-middle conditions of vulcanization of described (d) step is 155 ℃ of curing temperatures, sulfide stress 0.8MPa, cure time 15min.
8, the method for preparing vibration damping composite rubber mat plate used under railway rail according to claim 4, mixing adding compounding ingredient is zinc oxide, paraffin, calcium carbonate, coumarone or age resistor when it is characterized in that rubber carries out.
CNA2009100261585A 2009-04-02 2009-04-02 Vibration damping composite rubber mat plate used under railway rail and preparation method thereof Pending CN101555674A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2009100261585A CN101555674A (en) 2009-04-02 2009-04-02 Vibration damping composite rubber mat plate used under railway rail and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2009100261585A CN101555674A (en) 2009-04-02 2009-04-02 Vibration damping composite rubber mat plate used under railway rail and preparation method thereof

Publications (1)

Publication Number Publication Date
CN101555674A true CN101555674A (en) 2009-10-14

Family

ID=41173938

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2009100261585A Pending CN101555674A (en) 2009-04-02 2009-04-02 Vibration damping composite rubber mat plate used under railway rail and preparation method thereof

Country Status (1)

Country Link
CN (1) CN101555674A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102729498A (en) * 2012-06-15 2012-10-17 浙江省天台祥和实业有限公司 Production process for high-speed rail fastener system composite tie plate
CN103075614A (en) * 2013-01-18 2013-05-01 苏州博明威尔机械制造有限公司 Composite shock-absorbing support bracket
CN103753754A (en) * 2014-01-10 2014-04-30 浙江中元铁路配件有限公司 Production process of thermoplastic elastomer rail pad
CN103890269A (en) * 2011-05-25 2014-06-25 因特卡斯特弗志私人有限公司 A railway rail support plate
CN105832165A (en) * 2016-05-29 2016-08-10 合肥华普生物科技有限公司 Cushioning support for water dispenser
CN105865011A (en) * 2016-04-11 2016-08-17 江阴市人人达科技有限公司 Air conditioner damping and noise reducing base and production method thereof
CN105910636A (en) * 2016-06-29 2016-08-31 爱佩仪中测(成都)精密仪器有限公司 Measuring instrument base convenient for iron workpiece fixing
CN106017375A (en) * 2016-06-29 2016-10-12 爱佩仪中测(成都)精密仪器有限公司 Measuring instrument base
CN109940869A (en) * 2019-05-05 2019-06-28 河北翼辰实业集团股份有限公司 Tramcar score-rail entirety rubber package set technique, production system and structure

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103890269B (en) * 2011-05-25 2018-01-23 因特卡斯特弗志私人有限公司 Railroad track supporting plate
CN103890269A (en) * 2011-05-25 2014-06-25 因特卡斯特弗志私人有限公司 A railway rail support plate
CN102729498A (en) * 2012-06-15 2012-10-17 浙江省天台祥和实业有限公司 Production process for high-speed rail fastener system composite tie plate
CN102729498B (en) * 2012-06-15 2015-11-18 浙江省天台祥和实业有限公司 The production technology of high-speed railway fastener system compound backing plate
CN103075614A (en) * 2013-01-18 2013-05-01 苏州博明威尔机械制造有限公司 Composite shock-absorbing support bracket
CN103753754B (en) * 2014-01-10 2017-01-04 浙江中元铁路配件有限公司 The production technology of thermoplastic elastomer rail pad
CN103753754A (en) * 2014-01-10 2014-04-30 浙江中元铁路配件有限公司 Production process of thermoplastic elastomer rail pad
CN105865011A (en) * 2016-04-11 2016-08-17 江阴市人人达科技有限公司 Air conditioner damping and noise reducing base and production method thereof
CN105832165A (en) * 2016-05-29 2016-08-10 合肥华普生物科技有限公司 Cushioning support for water dispenser
CN105910636A (en) * 2016-06-29 2016-08-31 爱佩仪中测(成都)精密仪器有限公司 Measuring instrument base convenient for iron workpiece fixing
CN106017375A (en) * 2016-06-29 2016-10-12 爱佩仪中测(成都)精密仪器有限公司 Measuring instrument base
CN109940869A (en) * 2019-05-05 2019-06-28 河北翼辰实业集团股份有限公司 Tramcar score-rail entirety rubber package set technique, production system and structure
CN109940869B (en) * 2019-05-05 2024-04-09 河北翼辰实业集团股份有限公司 Tramcar grooved rail integral rubber sheath process, production system and structure

Similar Documents

Publication Publication Date Title
CN101555674A (en) Vibration damping composite rubber mat plate used under railway rail and preparation method thereof
CN207974000U (en) A kind of railroad bridge elastomer expansion gap device
KR20140011762A (en) Anti vibration pad for concrete under sleeper
CN105401492B (en) Waterproof vibration-damping composite structure applied to embedded track system and construction method of waterproof vibration-damping composite structure
CN104631311B (en) A kind of bridge expanssion joint construction and construction method
CN101892631B (en) Bridge expansion joint structure and construction technology thereof
CN203007833U (en) Steel bridge deck compound paving structure based on PBL (Perfobond Leiste) connecting pieces
CN201176549Y (en) Rail tie-plate
CN201433336Y (en) Composite rubber tie plate for decreasing vibration below rail tracks
CN201835192U (en) Vulcanized rubber pad for special passenger line switch
CN110029550B (en) Steel bridge deck pavement structure and construction process thereof
CN208830064U (en) A kind of compound type polyurethane sleeper pad
CN201412665Y (en) Antiskid cushion plate
CN206189195U (en) Rubber tie plate under compound rail of pressure -shear
JP5182763B2 (en) Repair method for vibration reduction pavement
CN108589435A (en) Railroad track rubber shock-absorbing structure and rubber
CN201865005U (en) Damping rubber base plate
CN202081347U (en) Elastic tie plate used for track plate and track with elastic tie plate
CN201459540U (en) Bonded insulating joint for rails
CN209584736U (en) A kind of underground railway track backing plate
CN203938934U (en) The stopping means of road bed board
CN208072092U (en) A kind of narrow concrete track basis of anti-settling
CN203007834U (en) Steel bridge deck compound paving structure with steel plate connecting pieces with openings arranged along transverse direction of bridge
CN111270571A (en) Vibration reduction foundation structure and tunnel ballastless track
CN110497666A (en) A kind of high intensity buffer shock-absorbing device and preparation method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Open date: 20091014