Heat treatment method for increasing the depth of hardening layer in a steel rail and steel rail obtained with the method
10214799 ยท 2019-02-26
Assignee
- Pangang Group Panzhihua Iron & Steel Research Institute Co., Ltd. (Panzhihua, CN)
- PANGANG GROUP PANZHIHUA STEEL & VANADIUM CO., LTD. (Panzhihua, CN)
Inventors
- Zhenyu Han (Panzhihua, CN)
- Ming Zou (Panzhihua, CN)
- Jihai Jia (Panzhihua, CN)
- Hua Guo (Panzhihua, CN)
- Dadong LI (Panzhihua, CN)
- Yong Deng (Panzhihua, CN)
- Chunjian Wang (Panzhihua, CN)
- Jun Yuan (Panzhihua, CN)
- Chongmu CHEN (Panzhihua, CN)
Cpc classification
C21D2221/10
CHEMISTRY; METALLURGY
International classification
Abstract
The present invention relates to a heat treatment method for increasing the depth of hardening layer in a steel rail, and belongs to the field of steel rail production process. The technical problem to be solved in the present invention is to provide a heat treatment method for increasing the depth of hardening layer in a steel rail and a steel rail obtained with the method. The method comprises the following steps: cooling a finished rolling steel rail by natural cooling, till the temperature at the center of rail head surface is 660730 C.; cooling the steel rail by accelerated cooling at 1.53.5 C./s cooling rate, till the temperature at the center of rail head surface is 500550 C.; increasing the cooling rate by 1.02.0 C./s and further cooling down the steel rail, till the temperature at the center of rail head surface is 450 C. or lower; then, stopping the accelerated cooling, and cooling down the steel rail by air cooling to room temperature. With the heat treatment method disclosed in the present invention, a deep-hardening layer thicker than 25 mm can be obtained in the rail head part, the portion within 25 mm depth below the surface layer of rail head has hardness equivalent to the hardness of the surface layer of rail head, and the rail head is in a pearlite structure across its cross section. Thus, the service performance of the steel rail against the wearing incurred by the contact between the train wheels and the steel rails can be improved.
Claims
1. A heat treatment method for increasing the depth of hardening layer in a steel rail, the method comprising the following steps: a. natural cooling: cooling a finished rolling steel rail by natural cooling, till the temperature at the center of rail head surface drops to 660730 C.; b. first accelerated cooling stage: cooling the steel rail cooled down in step a by accelerated cooling at 1.53.5 C./s cooling rate, till the temperature at the center of rail head surface is 500550 C.; c. second accelerated cooling stage: cooling the steel rail cooled down in step b by accelerated cooling at a cooling rate that is 1.02.0 C./s higher than the cooling rate in the first accelerated cooling stage, till the temperature at the center of rail head surface is 450 C. or lower; d. air cooling: stopping the accelerated cooling, and cooling down the steel rail by air cooling to room temperature, and wherein the carbon content in the steel rail is 0.75%0.90%, the silicon content in the steel rail is 0.54%0.96%, the manganese content in the steel rail is 0.69%1.35%, the phosphorus content in the steel rail is 0.009%0.018%, the sulphur content in the steel rail is 0.006%0.012%, the chromium content in the steel rail is 0.03%0.58%, the vanadium content in the steel rail is 00.07%, and the remaining content is ferrum.
2. The heat treatment method for increasing the depth of hardening layer in a steel rail according to claim 1, wherein the accelerated cooling in step b and step c is carried out by applying a cooling medium to the rail head surface and both sides of the steel rail.
3. The heat treatment method for increasing the depth of hardening layer in a steel rail according to claim 2, wherein the cooling medium is at least one of compressed air, a water-vapor mixture, and a gas-oil mixture.
4. The heat treatment method for increasing the depth of hardening layer in a steel rail according to claim 1, wherein the temperature of the finished rolling steel rail is 8501,000 C.
5. The heat treatment method for increasing the depth of hardening layer in a steel rail according to claim 2, wherein the temperature of the finished rolling steel rail is 8501,000 C.
6. The heat treatment method for increasing the depth of hardening layer in a steel rail according to claim 3, wherein the temperature of the finished rolling steel rail is 8501,000 C.
Description
DETAILED DESCRIPTION
(1) The heat treatment method for increasing the depth of hardening layer in steel rail provided in the present invention comprises the following steps: a. natural cooling: cooling a finished rolling steel rail by natural cooling, till the temperature at the center of rail head surface dropping to 660730 C.; b. first accelerated cooling stage: cooling the steel rail cooled down in step a by accelerated cooling at 1.53.5 C./s cooling rate, till the temperature at the center of rail head surface is 500550 C.; c. second accelerated cooling stage: cooling the steel rail cooled down in step b by accelerated cooling at a cooling rate that is 1.02.0 C./s higher than the cooling rate in the first accelerated cooling stage, till the temperature at the center of rail head surface is 450 C. or lower; d. air cooling: stopping the accelerated cooling, and cooling down the steel rail by air cooling to room temperature.
(2) Wherein, both the accelerated cooling in the first stage and the accelerated cooling in the second stage are carried out by applying a cooling medium to the rail head surface and both sides of the steel rail.
(3) Any common cooling medium in the art is applicable to the present invention. Preferably, the cooling medium is at least one of compressed air, water-vapor mixture, and gas-oil mixture.
(4) According to the present invention, preferably the temperature of the finished rolling steel rail is 8501,000 C.
(5) The heat treatment method for increasing the depth of hardening layer in steel rail provided in the present invention is applicable to steel rails with 0.75%0.90% carbon content. A steel that contains the components of a pearlite steel rail is smelted in a rotary furnace or electric furnace, treated by LF refining, RH or VD vacuum treatment, and cast into a continuous casting billet with an appropriate cross section; the continuous casting billet is fed into a walking beam furnace, heated up to 1,2001,300 C., and kept heat preservation for 2 h or longer; then, the billet is rolled into a steel rail with a required cross section. Here, the finished rolling temperature of the steel rail is 8501,000 C.
(6) In the heat treatment method for increasing the depth of hardening layer in a steel rail in the present invention, the accelerated cooling is carried out in two stages. In the first stage, the initial temperature of accelerated cooling is 660730 C., the cooling rate is 1.53.5 C./s, and the final cooling temperature is 500550 C., at which the second stage of accelerated cooling begins; in the second stage, the cooling rate is higher by 1.02.0 C./s than that in the first stage, and the final cooling temperature is 450 C. or lower; then, the accelerated cooling is stopped.
(7) Wherein, the hot-rolled steel rail must be cooled by natural cooling till the temperature at the center of rail head surface is 660730 C., before the accelerated cooling begin. The reason is: the steel rail is cooled continuously and slowly from an austenite phase region, and has phase transformation from austenite to pearlite when the temperature reaches to the phase transformation point and a required degree of super-cooling is obtained. If the accelerated cooling is started directly at a high temperature after the steel rail is rolled, the temperature of the surface layer of rail head will drop quickly owing to the direct action of the cooling medium on the surface layer of rail head; in contrast, though the temperature of the core part of rail head drops, the cooling rate there is lower than that in the surface layer of rail head, because the core part of rail head only suffers the heat transfer in the surface layer of rail head and to certain depth; especially, since the surface layer of rail head releases latent heat of phase transformation, the hardness of the core part of rail head can't decrease further; instead, it may increase. Consequently, the degree of super-cooling for phase transformation to pearlite is low, and expected properties (e.g., hardness) can't be obtained. The above problem can be avoided effectively if the accelerated cooling is started when the temperature at the center of rail head surface dropping to 660730 C.; if the initial temperature of accelerated cooling is higher than 730 C., expected properties can't be obtained because the degree of super-cooling for phase transformation in the core part of rail head is too low; if the initial temperature of accelerated cooling is lower than 660 C., unwanted structures such as bainite and martensite may occur owing to a high degree of super-cooling because the temperature of the surface layer of rail head reaches to the phase transformation temperature quickly in the early stage of accelerated cooling, resulting in an unacceptable steel rail product. Therefore, the initial temperature of first accelerated cooling stage is set to 660730 C.
(8) The cooling rate in the first accelerated cooling stage is 1.53.5 C./s. If the cooling rate is lower than 1.5 C./s, it is unable to give full play to the refined crystalline strengthening effect that occurs in the heat treatment process; as a result, neither the properties of the surface layer of the steel rail nor the properties of the core part can be improved effectively. If the cooling rate is higher than 3.5 C./5, there is also a risk of occurrence of unwanted structures in the surface layer of rail head in the phase transformation process. Hence, the cooling rate in the first accelerated cooling stage should be 1.53.5 C./s.
(9) The initial temperature in the second accelerated cooling stage is 500550 C. If the final cooling temperature of the surface layer of rail head is lower than 500 C., the contribution of a further increased cooling rate to the improvement of the hardness of the core part of rail head will be very limited, since the phase transformation has completed essentially in the surface layer of rail head and within a specific range of depth in the steel rail; if the final cooling temperature of the surface layer of rail head is higher than 550 C., an increased cooling rate will bring a threat to the microscopic structure of the steel rail at the boundary between the surface layer of rail head and the core part of rail head in the positive segregation region, since the phase transformation in the surface layer and within a certain depth of the steel rail has not completed yet. Hence, the initial temperature in the second accelerated cooling stage is set to 500550 C.
(10) The cooling rate in the second accelerated cooling stage is increased by 1.02.0 C./s on the basis of the 1.53.5 C./s cooling rate in the first accelerated cooling stage, because: the cooling rate in the core part of rail head is lower than that in the surface layer of rail head that is directly subject to the cooling action of the cooling medium; in addition, the core part of rail head must be cooled at a quick cooling rate also, in order to obtain properties comparable to those of the surface layer, in view of the effect of latent heat of phase transformation. If the increased amount of cooling rate is less than 1.0 C./s, expected properties (e.g., high hardness) can't be obtained, though the degree of super-cooling for phase transformation in the core part of rail head is increased to some degree; if the increased amount of cooling rate exceeds 2.0 C./s, a risk of occurrence of unwanted structures will occur also. Therefore, the cooling rate in the second stage is increased by 1.02.0 C./s on the basis of the cooling rate in the first stage.
(11) When the temperature at the center of rail head surface drops to 450 C. or lower, continuing the accelerated cooling is meaningless since the phase transformation has completed across the cross section of the rail head. At this point, the follow-up procedures can be started, and ultimately a finished steel rail product can be obtained.
(12) In the present invention, air cooling and natural cooling are virtually the same process, i.e., cooling in air at room temperature, wherein, preferably the room temperature is 0-40 C.
(13) In the present invention, all contents refer to mass content, unless otherwise specified.
(14) Hereunder the present invention will be further detailed in some examples, but the present invention is not limited to these examples.
EXAMPLE 1
(15) The chemical composition of rail steel is: C: 0.75%, Si: 0.68%, Mn: 0.85%, P: 0.014%, S: 0.007%, Cr: 0.03%, V: 0.07%, and Fe (the remaining content).
(16) A steel that contains the components described above is smelted in a rotary furnace or electric furnace, treated by LF refining, RH or VD vacuum treatment, and cast into a continuous casting billet with an appropriate cross section; the continuous casting billet is fed into a walking beam furnace, heated up to 1,2001,300 C., and kept heat preservation for 2 h or longer time; then, the billet is rolled into a steel rail in 60 kg/m unit weight. Here, the finished rolling temperature of the steel rail is 8501,000 C.
(17) The steel rail with residual heat is erected with a turnover device on a roller way for natural cooling. When the temperature at the center of rail head surface drops to 693 C., a cooling medium (compressed air) blast at 2.6 C./s is applied to the rail head surface and both sides of steel rail continuously, till the temperature at the center of rail head surface drops to 500 C.; then, the cooling rate is increased to 3.7 C./s, and the cooling is continued, till the temperature at the center of rail head surface drops to 448 C.; next, the accelerated cooling is stopped, and the steel rail is cooled by air cooling to room temperature.
(18) Microscopic structure samples are taken from the round corner part of rail head of the heat-treated steel rail, and then 10 mm tensile samples are taken from the round corner part of rail head and at a position at 25 mm distance from the surface layer of rail head respectively. Then, tensile strength (Rm) and specific elongation (A) are tested; Brinell hardness is measured on the rail head surface (after 0.5 mm decarburized layer is ground off) and a cross section at 25 mm distance from the surface layer of rail head respectively. Finally, weight loss resulted from wearing is measured at 5 mm below the rail head surface and 25 mm from the surface layer respectively. Thus, the mechanical properties of the steel rail in example 1 are obtained, as shown in Table 3.
(19) Wherein, wearing tests are carried out on a MM200 wear testing machine to test the average weight loss resulted for wearing. The samples are taken from the rail heads of the steel rails obtained in the A1-A6 and D1-D6. In all of the wearing tests, the lower grinding parts are made of the same material. The testing parameters are as follows:
(20) Sample size: round sample in 10 mm thickness and 36 mm diameter
(21) Test load: 150 kg
(22) Slippage: 10%
(23) Material of opposite lower grinding part: wheel steel with 260-300HB hardness
(24) Rotation speed: 200 rpm
(25) Total wearing cycles: 100,000 cycles.
EXAMPLES 26
(26) The chemical composition of steel and the parameters of heat treatment process in example 1 are modified, to obtain examples 26.
(27) Table 1 lists the chemical compositions of the steel billets in examples 16, and Table 2 lists the control parameters of heat treatment process in examples 16 (including initial cooling temperature in the first stage, cooling rate in the first stage, initial cooling temperature in the second stage, cooling rate in the second stage, and final cooling temperature of accelerated cooling), and Table 3 lists the mechanical property test results of examples 16 (including tensile strength Rm, specific elongation A, hardness, and wearing weight loss of surface layer of rail head and core part of rail head at 25 mm from the surface layer).
COMPARATIVE EXAMPLES 16
(28) Six groups of billets in different chemical components are treated with the treatment method in the prior art, wherein, the chemical compositions of the billets are shown in Table 1, and the control parameters of heat treatment process are shown in Table 2. The heat treatment method involves only one accelerated cooling procedure. Then, mechanical property test are carried out with the methods described in example 1. The results are shown in Table 3.
(29) TABLE-US-00001 TABLE 1 Chemical Compositions of Steel Billets in the examples and Comparative Examples of the Present Invention Chemical Composition/% C Si Mn P S Cr V Example 1 and 0.75 0.68 0.85 0.014 0.007 0.03 0.07 comparative example 1 Example 2 and 0.78 0.78 1.05 0.012 0.008 0.24 0.06 comparative example 2 Example 3 and 0.80 0.69 1.18 0.014 0.010 0.33 comparative example 3 Example 4 and 0.85 0.54 0.93 0.011 0.006 0.58 comparative example 4 Example 5 and 0.88 0.96 0.69 0.009 0.012 0.13 comparative example 5 Example 6 and 0.90 0.85 1.35 0.018 0.008 0.26 comparative example 6
(30) TABLE-US-00002 TABLE 2 Control Parameters of Heat Treatment Process in the Embodiments and Comparative Example of the Present Invention Initial Cooling Cooling Rate in Cooling Final Cooling Temperature the Initial Cooling Rate in the Temperature of in the First First Temperature in Second Accelerated Stage Stage the Second Stage Stage Cooling No. ( C.) ( C./s) ( C.) ( C./s) ( C.) Example 1 A1 693 2.6 500 3.7 448 Example 2 A2 680 2.0 515 3.8 439 Example 3 A3 717 2.4 550 3.6 446 Example 4 A4 706 3.0 538 4.0 429 Example 5 A5 730 2.9 545 4.2 441 Example 6 A6 688 2.2 529 4.0 437 Comparative D1 850 2.6 448 example 1 Comparative D2 798 2.0 439 example 2 Comparative D3 826 2.4 446 example 3 Comparative D4 811 3.0 429 example 4 Comparative D5 804 2.9 441 example 5 Comparative D6 758 2.2 437 example 6
(31) TABLE-US-00003 TABLE 3 Mechanical Properties of the Examples and Comparative Examples of the Present Invention Core Part of Rail Head At Surface Layer of Rail Head 25 mm from Surface Layer Weight Weight Loss Loss Tensile Resulted Tensile Resulted Property from Property from Rm A Hardness Wearing Rm A Hardness Wearing No. (MPa) (%) (HB) (g) (MPa) (%) (HB) (g) Example 1 A1 1290 12.0 375 0.5326 1280 11.5 372 0.5433 Example 2 A2 1380 11.5 398 0.3954 1380 12.0 388 0.4001 Example 3 A3 1320 12.5 387 0.4155 1310 12.0 384 0.4298 Example 4 A4 1360 11.0 378 0.4821 1360 11.5 375 0.4959 Example 5 A5 1390 10.5 392 0.3788 1380 11.0 389 0.3851 Example 6 A6 1410 10.0 401 0.3157 1390 10.5 391 0.3196 Comparative D1 1270 12.0 372 0.5412 1180 11.5 357 0.7855 example 1 Comparative D2 1360 12.0 386 0.4115 1280 10.5 372 0.7621 example 2 Comparative D3 1310 11.5 378 0.4283 1200 11.0 363 0.7755 example 3 Comparative D4 1370 10.5 385 0.4911 1280 11.0 369 0.8124 example 4 Comparative D5 1370 11.5 390 0.4234 1290 11.5 371 0.7998 example 5 Comparative D6 1400 10.5 398 0.3289 1320 10.0 375 0.6254 example 6
(32) Here, six groups of steel rails in different chemical compositions are selected for comparison. All of the six treatment methods used in the examples are the method disclosed in the present invention; the treatment method used in the comparative examples is the heat treatment method in the prior art. It is verified that all the microscopic structures of the steel rails in the examples and comparative examples are pearlite, without unwanted structures such as bainite and martensite, etc. The comparison results in Tables 13 indicate: under the condition of the same chemical composition and the same smelting and rolling process, the post-rolling heat treatment method of the steel rail has significant influence on the final properties of the steel rail, embodied in: for the surface layer of rail head, the influence of the heat treatment processes in the examples and comparative examples on the tensile property, hardness, and weight loss resulted from wearing is limited, i.e., in the early service stage of the steel rail, similar service performance is obtained through the two processes. In the service process, as the surface layer of rail head is worn down, significant differences in the properties of the core part of rail head exhibit. With the heat treatment method used in the examples, the properties of the core part of rail head at 25 mm from the surface layer are similar to those of the surface layer of rail head; in other words, the properties of the steel rail across the cross section from the surface layer of rail head to the core part of rail head 25 mm are essentially uniform, without severe degradation. In contrast, in the comparative examples treated through the heat treatment process in the prior art, the properties of the core part at 25 mm from the surface layer of rail head are apparently lower than those of the surface layer of rail head, and the weight loss resulted from wearing under the same conditions is severely increased. Hence, it is difficult for the steel rail in service to maintain high and persistent service performance in the wearing process.