Construction method for heat treatment of joints after flash welding of dissimilar rails
A construction method and flash welding technology, applied in heat treatment furnaces, heat treatment equipment, manufacturing tools, etc., can solve problems such as non-direct application, achieve good impact toughness of joints, improve saddle "wear", and ensure the safety of railway operation.
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Embodiment 1
[0048] Substantic rails of 60 kg / m were completed after the overging and toroma during the mobile flash welding, the joint obtained joint was welded after welding. First, the remaining temperature obtained by welding at 1350 ° C is placed in air naturally cooled to reduce the surface of the rail joint to 200 ° C, followed by an intermediate frequency induction type electric heating coil to carry out the rail welding joint region. Full-section heating. The heating is stopped when the steraltal temperature of the rail reaches 950 ° C. Subsequently, rapid cooling at a cooling rate of 5.0 ° C / s is performed with a cooling rate of 5.0 ° C / s, and the final cooling temperature of this stage is 500 ° C. Next, the third stage cooling is performed at a third cooling rate of 1.0 ° C / s to reduce the surface of the rail joint of the rail joint to 170 ° C. Next, the temperature of the steel welding joint to the surface temperature at 170 ° C was performed using a steel welding joint of ...
Embodiment 2
[0056] Substantial steels with 68kg / m were completed in the mobile flash welding process, and the welded heat treatment was welded afterwards. First, the remaining temperature obtained by welding is placed in air in the air to perform natural cooling in the air to reduce the surface temperature of the steel joint rail to 150 ° C. Then, the steel welded joint region is heated by an intermediate frequency induced electric heating coil. The heating is stopped when the steraltal temperature of the rail reaches 930 ° C. Subsequently, rapid cooling at a cooling rate of 4.0 ° C / s was carried out at a cooling medium of 4.0 ° C / s, and the finishing temperature of this stage was 480 ° C. Next, the third stage cooling is performed at a third cooling rate of 0.8 ° C / s to reduce the surface of the rail joint of the rail joint to 160 ° C. Next, the temperature of the steel welding joint of the surface temperature at 160 ° C at 160 ° C was carried out using a steel welding joint of the s...
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