熊文娟, 余驰斌, 叶传龙, et al. Effect of Simulation Control Rolling in Laboratory and Quenching-Tempering Treatment on Structure and Properties of Bridge Steel Q690q[J]. Special Steel, 2012, 33(1): 60-62.
熊文娟, 余驰斌, 叶传龙, et al. Effect of Simulation Control Rolling in Laboratory and Quenching-Tempering Treatment on Structure and Properties of Bridge Steel Q690q[J]. Special Steel, 2012, 33(1): 60-62.DOI:
The structure and mechanical properties of 15 mm plate of bridge steel Q690q (/% : 0. 05C
0. 30Si
1. 40Mn
1. lOCu
0. 50Cr
0. 80Ni
0. 07V
0. 55Mo
weld cold-cracking sensitivity index P
cm
≤0. 267) processed by both technology i. e. the thermal-mechanical control rolling process (TMCP) - finishing rolling at 920 ℃
cooling at finishing temperature 830 T with 12℃ /s to 590 Y
air cooling
and the process of TMCP + quenching at 940 ℃
tempering at 630 ℃. have been studied. Results show that the main structure of bridge steel Q690q produced by TMCP process consists of granular bainite and minor ferrite
and the structure of steel Q690q produced by TMCP + quenching-tempering treatment is polygonal ferrite and minor cement
with yield strength R
P0. 2
- 845 〜870 MPa
tensile strength R
m
-895 ~900 MPa
impact energy at -20 ℃ 153 〜186 J
at -40℃ 141 〜155 J. Due to quenching and tempering treatment the M/A island size and the dislocation density in structure of steel products decrease thereby to get higher strength and better impact toughness of steel Q690q.