New Products /back


EN10025-6 S690QL1 S690QL1 Grade S690QL1 steel plate S690QL1

2011年3月30日 by admin

EN10025-6 S690QL1,S690QL1 Grade,S690QL1 steel plate,S690QL1

 

Adopt standard:  S690QL1 steel EN 10025-6

Sell steel grade: S690Q steel plate, S690QL steel plate, S690QL1 steel plate

 

S690QL1 steel plate

 

S690QL1 is good weld-ability, -60 temperature impact test in 30J in quenched and tempered steel.

 

The symbol S is for structural steel, 690 for the minimum yield strength in thickness under 50mm.

Q mean the delivery condition in quenched and tempered.

S690QL1 steel could be through the -60 temperature impact and the energy is 30J, which could be used in lower temperature environment.

 

 

Gangsteel exported EN 10025-6 S690QL1 steel plates directly from our mill. Besides, we also have stock in hand in large thickness of S690QL1 steel. Gangsteel sincerely hope customer could come to our mill and factory to inspect our quality and ability in manufacture for our long cooperation.

 

About S690QL1 detail information, please consult technical date in following.

 

The Chemical is max composition of product analysis:

Grade

C %

Si %

Mn %

P %

S %

N %

B %

Cr %

S690QL1

0.200

0.800

1.700

w

0.010

0.015

0.005

1.500

Cu %

Mo %

Nb %

Ni %

Ti %

V %

Zr %

 

0.500

0.700

0.060

2.000

0.050

0.120

0.150

 

 

 

The mechanical properties at ambient temperature for quenched and tempered steel plate

 

Grade

Thick

Min Yield

Tensile

Elongation

Min Impact Energy

S690QL1

8mm-50mm

Min 690Mpa

770-940Mpa

14%

-60

Min 30J

51mm-100mm

Min 650Mpa

760-930Mpa

14%

-60

Min 30J

101mm-150mm

Min 630Mpa

710-900Mpa

14%

-60

Min 30J

 

 

 

For more information in MTC or consult us to get a competitive price, Please feel free to contact us. Gangsteel will use our specialized knowledge, perfected service and fastest delivery to build our long cooperation in business.

 

EN10025-6 S690QL1,S690QL1 Grade,S690QL1 steel plate,S690QL1

 

 

 

Tags: S690QL1 steel plate  S690QL1 Grade  

0 Comments, 0 Trackbacks