CN110480144A - The technique of Mn content R350HT rail flash welding joint microstructure is limited in control - Google Patents
The technique of Mn content R350HT rail flash welding joint microstructure is limited in control Download PDFInfo
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- CN110480144A CN110480144A CN201910790665.XA CN201910790665A CN110480144A CN 110480144 A CN110480144 A CN 110480144A CN 201910790665 A CN201910790665 A CN 201910790665A CN 110480144 A CN110480144 A CN 110480144A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K11/00—Resistance welding; Severing by resistance heating
- B23K11/04—Flash butt welding
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K11/00—Resistance welding; Severing by resistance heating
- B23K11/16—Resistance welding; Severing by resistance heating taking account of the properties of the material to be welded
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K11/00—Resistance welding; Severing by resistance heating
- B23K11/34—Preliminary treatment
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- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention discloses the techniques that Mn content R350HT rail flash welding joint microstructure is limited in a kind of control, belong to rail flash welding technique field.The present invention is to solve to easily lead to R350HT WELDING JOINT in the prior art and the technical issues of martensitic structure occur, provides a kind of technique of limit Mn content R350HT rail flash welding joint microstructure in control, including welding procedure and after welding treatment;In welding procedure, control thermal weld stress is that the pulsation of 6.5~8.0MJ or preheating flash butt welding connect, and welding upset amount is 14.0~15.0mm;In after welding treatment, connector is naturally cooled to 515~545 DEG C, then heat preservation is cooled to≤250 DEG C, last cooled to room temperature.Pass through the comprehensively control cooling to rail chemical component, hot rolling technology, welding procedure, postwelding, it is ensured that it is martensite-free in WELDING JOINT to wait abnormal structures, and guarantee joint mechanical property simultaneously.
Description
Technical field
The invention belongs to rail flash welding technique fields, and in particular to limit Mn content R350HT rail dodges in a kind of control
The technique of photocoagulation joint microstructure.
Background technique
As gapless track technology is in the railway constructions such as passenger traffic, shipping and high speed, heavy duty worldwide quick
Development, the quality of rail joint increasingly cause the attention of relevant departments.Direct carrier of the railway track as train operation,
The reliability of quality is the key that safe train operation.WELDING JOINT belongs to the weak link of entire route, quality
Quality can directly affect the safety of railway.And in the matrix of WELDING JOINT, martensitic structure belongs to hard crisp phase,
It is that more serious abnormity is influenced on base material and connector in rail welding production process with very high hardness and extremely low toughness
Tissue easily causes rail be broken on the line, chip off-falling or even generation phenomena such as take off lid, the safety for seriously affecting train are transported
Row.
Currently, both at home and abroad in the rail flash welding standard and enterprise technology condition of mainstream, the shape of martensite in butt joint
State and content have done different degrees of regulation.Europe superscript BS EN 14587-2:2009 " Rail way applications-
Track-Flash butt welding of rails.Part 2:New R220 R260 R260Mn and R350HT
Grade rails by mobile welding machines at sites other than a fixed plant " standard
Middle regulation, using optical microscopy 100 × amplification factor under observed, there can be no the nocuousness such as martensite or bainite
Tissue, sample position are rail vertical central plane, should take 1 in rail head and the low sampling of rail, rail head position, sample size 20 ×
20mm, two rail bottom feet respectively take 1,10 × 20mm of sample size;Europe superscript R350HT rail is EN 13674-1-2011
《Railway applications-Track-Rail Part 1:Vignole railway rails 46kg/m and
Above " heat-treated rail specified in standard, C content is that 0.70~0.82%, Mn content is that 0.65~1.25%, Si contains
Amount be 0.13~0.60%, Cr content≤0.15%, mechanical property be Rm >=1175MPa, A >=9%, tyre tread hardness >=
350HB is widely used in foreign country, state iron and subway line.Also, countries in the world are to the shape of martensite in WELDING JOINT
State and content requirement are high.How to inhibit and eliminate WELDING JOINT by welding procedure and after welding treatment technique
The generation of middle martensite is WELDING JOINT quality key factor whether up to standard.
However, the R350HT rail composition range of EN standard is wider, the alloying element design steel grade chemistry of high Mn is commonly used
Ingredient, the mechanical property after only considering rail hot rolling meet EN standard qualification, do not consider the welding of user in use
Acceptance criteria variation, causes the metallographic microstructure inspection of the median plane under flash welding connector tyre tread to be constantly present martensite group
It knits, can not be examined by solder type.
Currently, the common method for inhibiting and eliminating WELDING JOINT martensitic structure is at postwelding heat both at home and abroad
Postwelding, i.e., is cooled to the connector of lower temperature, using electromagnetic induction coil or flame heating device, by joint welding region by reason
After being reheated to a certain temperature, the welded seam area after heating is cooled down with certain cooling rate.For pearlitic steel
Rail provides in iron mark TB/T1632, and post weld heat treatment includes normalizing and restores rail head hardness and the postwelding slack quenching that uses;
The welding point of fixed flash welding should be heated using medium frequency electric induction mode, during the welding point of mobile flash welding preferably uses
Frequency electric induction mode can also be used fired heater swing mode and heat;When being heated using medium frequency electric induction mode, rail head surface
Initial temperature should be lower than 500 DEG C, heating temperature preferably uses 900 ± 20 DEG C;When being heated using fired heater swing mode, rail
The initial temperature of head surface should be lower than 500 DEG C, and 50 ± 10mm of width of heating, heating temperature preferably uses 850~950 DEG C;Rail head is owed
Speed quenching should be cooling using injection compressed air.And method used by other domestic scholars is post weld heat treatment, that is, is passed through
It controls the rate of heat addition, the peak temperature of heating, cooling rate and forces cooling finishing temperature to reach different purposes.It is external
Strengthen heat-treated rail flash welding connector just for rail head, during connector postwelding natural cooling, using compressed air pair
Welded seam area forces cooling, achievees the purpose that improve connector hardness, and such method has no side to the inhibition and elimination of martensite
It helps, if control is improper, will increase martensite content in connector instead;And for part heat-treated rail and whole heat- treated steels
Rail kind does not use any after welding treatment measure, i.e. postwelding natural cooling.
Summary of the invention
Present invention solves the technical problem that being the welding and heat treatment technique of the prior art, R350HT rail flash is easily led to
There is martensitic structure in welding point.
There is provided Mn content R350HT rail is limited in a kind of control for the technical solution of present invention solution above-mentioned technical problem
The technique of flash welded tool joint tissue, it is characterised in that: including welding procedure and after welding treatment;Wherein, R350HT rail base material
Mn content is 0.90~1.10wt%;In welding procedure, pulsation or preheating flash of light that control thermal weld stress is 6.5~8.0MJ
Welding, welding upset amount are 14.0~15.0mm.
Wherein, in the technique that Mn content R350HT rail flash welding joint microstructure is limited in control described above, postwelding
In processing, after Flash Butt Welding, by welding point naturally cool to driving face Weld pipe mill position temperature be 515~
545 DEG C, then heat preservation is cooled to temperature≤250 DEG C of driving face Weld pipe mill position, last cooled to room temperature.
Wherein, described in the technique that Mn content R350HT rail flash welding joint microstructure is limited in control described above
Weld pipe mill is the region of each 150~200mm in connector melt run two sides.
Wherein, described in the technique that Mn content R350HT rail flash welding joint microstructure is limited in control described above
Heat preservation cooling uses thickness >=30mm aluminosilicate cellucotton for heat-barrier material.
Wherein, described in the technique that Mn content R350HT rail flash welding joint microstructure is limited in control described above
R350HT rail base material C content is in lower limit, Si≤0.30wt%.
Wherein, described in the technique that Mn content R350HT rail flash welding joint microstructure is limited in control described above
R350HT rail base material is produced using universal rolling line and burning optimization on line line, and mechanical property meets Rm >=1175MPa, A
>=9%, tyre tread hardness >=350HB.
Beneficial effects of the present invention:
The present invention limits Mn content R350HT rail chemical component, hot rolling technology, welding procedure, postwelding by centering and cools down
Comprehensively control, so that R350HT rail ingredient Mn content does not need again to add connector in the case where 0.90~1.10wt%
Heat, it is ensured that it is martensite-free in WELDING JOINT to wait abnormal structures, and guarantee connector hardness, quiet curved and fatigability simultaneously
It is able to satisfy the technical requirements for meeting EN 14587-2:2009 standard;The present invention carries out heat preservation cooling using easy attemperator
Control, preferably controls postwelding cooling velocity;The present invention controls simple process, to fixed flash welding and mobile flash welding
It is applicable, it mating can solve the problems, such as the great welding technique on R350HT rail promotion and application road, there is good push away
Wide application prospect.
Detailed description of the invention
Fig. 1 is that R350HT rail flash of the present invention welds connector metallographic structure figure.
Specific embodiment
Specifically, the technique that limit Mn content R350HT rail flash welds joint microstructure in control, comprising the following steps: packet
Include welding procedure and after welding treatment;Wherein, R350HT rail base material Mn content is 0.90~1.10wt%;In welding procedure, control
Thermal weld stress processed is that the pulsation of 6.5~8.0MJ or preheating flash butt welding connect, and welding upset amount is 14.0~15.0mm.
Rail is during Flash Butt Welding, first by dodging the lintel explosion in flat stage, so that rail section to be welded is smooth
Cleaning provides relatively uniform smooth advantage for subsequent flash of light and heating;Then pass through warm-up phase high current, low electricity
The flash of light process of pressure accumulates heat, and certain temperature gradient is longitudinally formed in rail, the end face of rail is heated to enough temperature
It spends and is that the Homogenization Process of flash of light is accelerated to establish condition;It finally carries out latter stage acceleration flash of light to burn, in entire welding region shape
At the protective atmosphere for preventing end face from aoxidizing, suitable thermo parameters method is ultimately formed, provides condition for upset.It is defeated to control sweating heat
Entering mainly is exactly the heat for controlling warm-up phase high current, the accumulation of the flash of light process of low-voltage, which directly affects rail end
The temperature gradient in face.
After obtaining suitable temperature gradient, by applying the power along rail longitudinal direction on rail, draw close two rail.
At this point, the rail with plastic deformation ability is deformed.Before and after upset, the amount of metal of rail leading portion consumption is exactly upset
Amount.It is, in general, that forging force is bigger in the case where heat input is certain, upset amount is also bigger.It is found through experiment that when
R350HT rail Mn content is in middle limit (0.90~1.10wt%), and thermal weld stress is 6.5~8.0MJ and welding upset amount is
14.0~15.0mm can reach best match, and the bond strength highest of rail joint, joint quality are most stable at this time.
For rail in smelting process, it is good deoxidier and desulfurizing agent, energy that Mn element, which easily forms manganese sulfide with S element,
Harm of the sulphur in steel is reduced to a great extent.Mn, which dissolves in, simultaneously causes solution strengthening in ferrite, after improving steel hot rolling
Hardness and strength.But when Mn content is higher, there is obvious temper brittleness phenomenon, while Mn plays the role of that crystal grain is promoted to grow up,
So that steel can reduce the welding performance of steel to excessively thermo-responsive, and when the mass fraction of Mn is more than 1%.And in rail flash
During plumb joint is cooling, the martensite being distributed in dotted or ribbon is easily formed in the region of Mn element microsegregation,
Seriously affect joint performance.In general, the average mass fraction of Mn element is higher in steel, and the probability that the segregation of Mn occurs is got over
Greatly, i.e. Mn content is higher, is more easy to produce martensitic structure.
It is carbon oversaturated interstitial solid solution in α-Fe for martensite essence.The tissue morphology of martensite mainly has two
Kind: one is lath martensite, another kind is that (martensite referred in the present invention is mainly sheet geneva to lamellar martensite
Body).Lamellar martensite is generally present in high-carbon steel of the C content greater than 0.6%, due to the phase of sample position, sometimes in light
Learning under microscope is in needle-shaped or leaf of bamboo shape, therefore lamellar martensite is also known as acicular martensite or leaf of bamboo shape martensite.Lamellar martensite
Another important feature be exactly there are a large amount of micro-flaws, the presence of micro-flaw increases the brittleness of high-carbon steel part, inside
Micro-flaw will gradually be extended to macroscopic cracking under the action of stress, and joint cracking or joint fatigue service life can be caused bright
Aobvious decline.As other solid-state phase changes, martensite transfor mation, which needs sufficiently large degree of supercooling just, can make phase driving force be greater than phase
Variable resistance power, transformation of austenite to martensite occurs, but the difference is that the degree of supercooling needed for it is larger, it is necessary to be subcooled to remote low
It could occur below the Ms point of T0;Martensite is carried out in the case where no diffusion, its phase transformation at a relatively low temperature
Speed is exceedingly fast, and when showing as that austenite is changed into martensite in steel, is only reorganized as body-centered cubic lattice, nothing by face-centered cubic lattice
Composition transfer;Meanwhile martensite transfor mation is carried out in certain temperature range.The horse in R350HT rail steel in the present invention
The transformation of family name's body is carried out in continuous (i.e. alternating temperature) cooling procedure, and austenite is cooling all with the speed for being greater than critical quenching rate
Ms point hereinafter, form a certain number of martensites immediately, with the decline of temperature, and forms a certain number of martensites, and first
The martensite of formation is no longer grown up, and martensite transfor mation amount is gradually increased with the reduction of temperature, until lower than below Mf point.
Martensitic structure involved in the present invention mainly appears on along rail vertical central plane, melt run two sides 5mm,
Because C, Mn is segregation element, when Mn content is 0.90~1.10wt% in rail, the rail base material of high Mn ingredient certainly will be led
The segregation of Mn microcell is caused, the chemical component of line of segragation high-content moves to right CCT curve seriously, is particularly easy to cause postwelding connector air-cooled
Occurs dotted martensitic structure in the process.Therefore welding point is naturally cooled to driving after Flash Butt Welding by the present invention
The temperature of face Weld pipe mill position is 515~545 DEG C, and then heat preservation is cooled to temperature≤250 of driving face Weld pipe mill position
DEG C, last cooled to room temperature is in suitable range by the cooling velocity in control rail joint cooling procedure, makes it
Lower than Critical cooling speed, while martensitic traoformation does not occur, guarantee that joint performance is excellent.
Specific heat treatment step are as follows: after Flash Butt Welding, first using infrared thermometer to natural cooling
Rail joint driving face Weld pipe mill position carries out thermometric, when temperature drops to 515~545 DEG C, uses heat-proof device immediately
Welded seam area is kept the temperature;Continue in the process monitor connector temperature, when driving face Weld pipe mill position temperature be down to≤
At 250 DEG C, device is removed, connector is finally placed in cooled to room temperature in air;Wherein, Weld pipe mill is connector melt run
The region of each 150~200mm in two sides;Heat preservation cooling uses thickness >=30mm aluminosilicate cellucotton for heat-barrier material.
High temperature section natural cooling speed is fast, and cooling speed is about 3~5 DEG C/s, and low-temperature zone natural cooling speed is slow, cooling
0.2 DEG C/s of rate about <;By the way that controls such as heat preservation initial temperature, attemperators, rate when heat preservation is cooling is 1~2 DEG C/s.
The present invention is applicable in the R350HT rail of C0.70~0.82wt%, Si0.13~0.60wt%;And inventor
In practice, it has been found that when R350HT rail base material C content is in lower limit (C content is generally 0.72~0.78wt%), Si≤
It, being capable of preferably control joint metallographic structure using the method for the present invention when 0.30wt%.
The R350HT rail that the present invention uses is produced using universal rolling line and burning optimization on line line, and mechanical property is full
Sufficient Rm >=1175MPa, A >=9%, tyre tread hardness >=350HB.
In the present invention, the content is mass percentage.
Below by embodiment, invention is further described in detail, but does not therefore limit the scope of the present invention
Among the embodiment described range.
In embodiment, steel rail static bending test is to use widest rail joint overall performance evaluation side both at home and abroad at present
Method has regulation in all rail joint test stones, mainly includes two indexs, i.e. load and amount of deflection.
Quiet curved test is that the method using 3 points or four-point supporting is applied to rail joint and carried with certain loading speed
Lotus then determines the quiet curved performance of connector when to reach standard specified value continuous for load, and maximum defluxion is greater than standard specified value
Qualification, different rail types correspond to different load and deflection value.In the standard of various countries, Russian STO RZD 1.08.002:
The quality requirement highest of 2009 standards, it is desirable that the minimum load of connector and amount of deflection are not less than 2100kN and 30mm (65kg/m steel respectively
Rail, rail head are pressurized), being converted to lowest load when 60kg/m rail head of rail is pressurized is 1907kN and 30mm.European standard BS
EN14587-2:2009 requires the minimum load of connector and amount of deflection be not less than respectively 1600KN and 20mm (60kg/m rail, rail head by
Pressure).It is 900MPa that Australia, which marks AS1085.20-2012 and requires connector rail bottom minimum stress, minimum load and amount of deflection point after converting
It Bu little Yu not 1670KN and 20mm (60kg/m rail, rail head are pressurized).China is that Breaking load is not small for quiet curved standard requirements
In 1450kN (60kg/m, rail head are pressurized), amount of deflection is not required.
Quiet curved load the major embodiment bond strength of connector, joint appearance and internal flaw index, the main body of amount of deflection
Connector obdurability index is showed.If Joint Welding is bad, it is most likely that because the defects of greyness, incomplete fusion or burning leads
It is broken before causing connector load value as defined in not up to standard, or because connector heat input and the flux matched improper, postwelding of upset
Processing method is improper to cause connector partially hard or partially soft, makes connector amount of deflection that standard requirements be not achieved.
Rail object fatigue performance is similar with quiet curved test, the method for mostly using or four-point supporting at 3 points, with certain frequency
Rate and amplitude apply alternating load to rail joint, until to reach standard specified value continuous for cycle-index, then determine that connector is quiet curved
Performance is qualified, and different rail types corresponds to different rail bottom maximum stresses.
Embodiment 1
Use heat input for 6.5MJ, upset amount is the Flash Butt Welding technique of 14.0mm, and the mass fraction to Mn is 0.90%
Europe superscript R350HT heat-treated rail (C content is in lower limit, Si≤0.30wt%, Rm >=1175MPa, A >=9%, and tyre tread is hard
Degree >=350HB) carry out Flash Butt Welding.After Flash Butt Welding, first using infrared thermometer to the rail of natural cooling
Connector driving face Weld pipe mill position carries out thermometric, when temperature drops to 515 DEG C, uses thickness >=30mm aluminosilicate immediately
The region of cellucotton heat-proof device, each 200mm in butt joint melt run two sides is kept the temperature;Continue to monitor connector temperature in the process
Degree removes device after driving face Weld pipe mill position temperature is lower than 250 DEG C, finally connector is placed in air and is naturally cooled to
Room temperature.
It is tested analysis using the connector that the above welding procedures and after welding treatment method obtain according to 14587.2 Duis of EN,
Connector center face rail head and rail bottom placement of foot microscopic structure are pearlite, have no the adverse tissues such as martensite;In addition to softened zone
Connector hardness in base material average hardness -30HV~+60HV range;The quiet curved test 2000kN of three-point bending is continuous, maximum
Amount of deflection is 26.5mm;Do not break for supported at three point full scall fatigue test 5,000,000 times, indices are all satisfied EN standard requirements.
Embodiment 2
Use heat input for 6.8MJ, upset amount is the Flash Butt Welding technique of 14.7mm, and the mass fraction to Mn is 0.98%
Europe superscript R350HT heat-treated rail (C content is in lower limit, Si≤0.30wt%, Rm >=1175MPa, A >=9%, and tyre tread is hard
Degree >=350HB) carry out Flash Butt Welding.After Flash Butt Welding, first using infrared thermometer to the rail of natural cooling
Connector driving face Weld pipe mill position carries out thermometric, when temperature drops to 545 DEG C, uses thickness >=30mm aluminosilicate immediately
The region of cellucotton heat-proof device, each 200mm in butt joint melt run two sides is kept the temperature;Continue to monitor connector temperature in the process
Degree removes device after driving face Weld pipe mill position temperature is lower than 250 DEG C, finally connector is placed in air and is naturally cooled to
Room temperature.
It is tested analysis using the connector that the above welding procedures and after welding treatment method obtain according to 14587.2 Duis of EN,
Connector center face rail head and rail bottom placement of foot microscopic structure are pearlite, have no the adverse tissues such as martensite;In addition to softened zone
Connector hardness in base material average hardness -30HV~+60HV range;The quiet curved test 2000kN of three-point bending is continuous, maximum
Amount of deflection is 26.4mm;Do not break for supported at three point full scall fatigue test 5,000,000 times, indices are all satisfied EN standard requirements.
Embodiment 3
Use heat input for 8.0MJ, upset amount is the Flash Butt Welding technique of 15.0mm, and the mass fraction to Mn is 1.10%
Europe superscript R350HT heat-treated rail (C content is in lower limit, Si≤0.30wt%, Rm >=1175MPa, A >=9%, and tyre tread is hard
Degree >=350HB) carry out Flash Butt Welding.After Flash Butt Welding, first using infrared thermometer to the rail of natural cooling
Connector driving face Weld pipe mill position carries out thermometric, when temperature drops to 530 DEG C, uses thickness >=30mm aluminosilicate immediately
The region of cellucotton heat-proof device, each 200mm in butt joint melt run two sides is kept the temperature;Continue to monitor connector temperature in the process
Degree removes device after driving face Weld pipe mill position temperature is lower than 250 DEG C, finally connector is placed in air and is naturally cooled to
Room temperature.
It is tested analysis using the connector that the above welding procedures and after welding treatment method obtain according to 14587.2 Duis of EN,
Connector center face rail head and rail bottom placement of foot microscopic structure are pearlite, have no the adverse tissues such as martensite;In addition to softened zone
Connector hardness in base material average hardness -30HV~+60HV range;The quiet curved test 2000kN of three-point bending is continuous, maximum
Amount of deflection is 26.7mm;Do not break for supported at three point full scall fatigue test 5,000,000 times, indices are all satisfied EN standard requirements.
Embodiment 4
Use heat input for 7.6MJ, upset amount is the Flash Butt Welding technique of 14.3mm, and the mass fraction to Mn is 1.10%
Europe superscript R350HT heat-treated rail (C content is in lower limit, Si≤0.30wt%, Rm >=1175MPa, A >=9%, and tyre tread is hard
Degree >=350HB) carry out Flash Butt Welding.After Flash Butt Welding, first using infrared thermometer to the rail of natural cooling
Connector driving face Weld pipe mill position carries out thermometric, when temperature drops to 525 DEG C, uses thickness >=30mm aluminosilicate immediately
The region of cellucotton heat-proof device, each 200mm in butt joint melt run two sides is kept the temperature;Continue to monitor connector temperature in the process
Degree removes device after driving face Weld pipe mill position temperature is lower than 250 DEG C, finally connector is placed in air and is naturally cooled to
Room temperature.
It is tested analysis using the connector that the above welding procedures and after welding treatment method obtain according to 14587.2 Duis of EN,
Connector center face rail head and rail bottom placement of foot microscopic structure are pearlite, have no the adverse tissues such as martensite;In addition to softened zone
Connector hardness in base material average hardness -30HV~+60HV range;The quiet curved test 2000kN of three-point bending is continuous, maximum
Amount of deflection is 26.4mm;Do not break for supported at three point full scall fatigue test 5,000,000 times, indices are all satisfied EN standard requirements.
Claims (6)
1. the technique of limit Mn content R350HT rail flash welding joint microstructure in control, it is characterised in that: including welding procedure
And after welding treatment;Wherein, R350HT rail base material Mn content is 0.90~1.10wt%;In welding procedure, control sweating heat is defeated
Enter and connect for the pulsation of 6.5~8.0MJ or preheating flash butt welding, welding upset amount is 14.0~15.0mm.
2. the technique of Mn content R350HT rail flash welding joint microstructure is limited in control according to claim 1, it is special
Sign is: in after welding treatment, after Flash Butt Welding, welding point being naturally cooled to the temperature of driving face Weld pipe mill position
Degree is 515~545 DEG C, and then heat preservation is cooled to temperature≤250 DEG C of driving face Weld pipe mill position, finally naturally cools to room
Temperature.
3. according to the technique of limit Mn content R350HT rail flash welding joint microstructure in claim 2 control, it is characterised in that:
The Weld pipe mill is the region of each 150~200mm in connector melt run two sides.
4. according to the technique of limit Mn content R350HT rail flash welding joint microstructure in claim 2 control, it is characterised in that:
The heat preservation cooling uses thickness >=30mm aluminosilicate cellucotton for heat-barrier material.
5. the technique that limit Mn content R350HT rail flash welds joint microstructure in control according to claim 1, it is characterised in that:
The R350HT rail base material C content is in lower limit, Si≤0.30wt%.
6. the technique of Mn content R350HT rail flash welding joint microstructure is limited in any one control according to claim 1~5,
Be characterized in that: the R350HT rail base material is produced using universal rolling line and burning optimization on line line, and mechanical property meets
Rm >=1175MPa, A >=9%, tyre tread hardness >=350HB.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112536547A (en) * | 2020-11-24 | 2021-03-23 | 东北大学 | Heavy-load steel rail welding structure control method |
CN115781136A (en) * | 2023-02-03 | 2023-03-14 | 苏芯物联技术(南京)有限公司 | Intelligent identification and optimized feedback method for welding heat input abnormity |
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