Method for improving steel rail straightening blind area
A technology for straightening areas and rails, which is applied in the field of rail manufacturing, can solve the problems of no solution, production waste, etc., and achieve the effects of cutting and reducing, eliminating rail height changes, and solving the effects of high yield loss
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0020] The cold-rolling test is carried out on the 60 heavy rails made of U75V after straightening. The roll diameter of the sizing mill is 400-600mm, the motor power is 500KW, the diameter selection requirements of the upper and lower rolls are consistent, and the roll speed requirements are consistent. The roll material is High chromium alloy cast iron; the roll gap reduction of the sizing machine is hydraulic pressure reduction, and the reduction value is 2 mm. After cold rolling, the size of the straightening blind zone and the flatness of the end reach the level of the straightening zone, and then the sample is sent to the straightening zone. The detected residual stress is 186Mpa, which is less than the standard 250Mpa of high-speed railway rails, and the fracture toughness is K 1C The single minimum value is 32Mpa.m 1 / 2 , greater than the 26Mpa.m1 of the high-speed railway rail standard / 2 .
Embodiment 2
[0022] The cold rolling test is carried out on the 60 heavy rails made of U71Mn after straightening. The diameter of the sizing mill roll is 400-600 mm, the power of the motor is 500KW, the diameter selection requirements of the upper and lower rolls are the same, the roll speed requirements are the same, and the roll material is High chromium alloy cast iron; the roll gap reduction of the sizing machine is hydraulic pressure reduction, and the reduction value is 2 mm. After cold rolling, the size of the straightening blind zone and the flatness of the end reach the level of the straightening zone, and then the sample is sent to the straightening zone. The detected residual stress is 178Mpa, which is less than the standard 250Mpa of high-speed railway rails, and the fracture toughness is K 1C The single minimum value is 37Mpa.m 1 / 2 , greater than the 26Mpa.m of the high-speed railway rail standard 1 / 2 .
PUM
| Property | Measurement | Unit |
|---|---|---|
| Diameter | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 