1.8987 EN 10025-6 S620QL1 plate steel supplier

Gangsteel supply EN10025-6 S620QL1, EN 10025-6 S620QL1,1.8987 QT high strength steel plate. We also provide the cutting service, our thickess 5mm to 180mm. S620qL1 steel plate similar material: S590Q, S690Q, S690QL, S690QL1, WQ690D, Q550D, WQ590D, WH70Q, WDB620E, WH785E S620q steel plate executive standard: EN10025-6, GB/T1627

double neck plate
plate plates steel
Gerdau S.A, Southern Steel Company (SSC), ArcelorMittal – The Courier

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stress attaining at least a fraction y (O ≤ x ≤ 1) of the maximum stress. attaining at least a fraction y (0 ≤ y ≤ 1) of the utmost loading (see determine 2.1.2.3.1.).

Low Alloy And High Power Steel Plate S460ql

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Gangsteel supply EN10025-6 S620QL1, EN 10025-6 S620QL1,1.8987 QT high strength steel plate. We also provide the cutting service, our thickess 5mm to 180mm
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What is EN10025-6 s620ql1 equal grade and standards?
ASTM A514Gr.B A514Gr.P ASTM A514 A514M
High-strength structural board Q390C Q390D Q390E, Q420A Q420B Q420C Q420D Q420E, GB T3274-2007
Q460C Q460D Q460E, Q500C Q500D Q500E, Q550C Q550D Q550E, Q620C Q620D Q620E, Q690C Q690D Q690E GB T1591-2008
XGQ690E Q XGJX34-2008
Q460CFC Q460CFD Q460CFE, Q500CFC Q500CFD Q500CFE, Q550CFC Q550CFD Q550CFE, Q620CFC Q620CFD Q620CFE, Q690CFC Q690CFD YB T4137-2005
Foreign high-strength structural panel S355J2 (additional welding seam cold bending test requirements) EN10025-2:2004
S355N, S355NL EN10025-3:2004
S355M, S355ML, S420M ML, S460M ML EN10025-4: 2004
S460Q S460QQL S460QQL1, S500Q S500QL S500QL1, S550Q S550QL S550QL1, S620Q S620QL S620QL1 EN10025-6:2004
A572Gr.60, A572Gr.65 ASTMA572 A572M-2007
A678Gr.A A678Gr.B A678Gr.C A678Gr.D ASTMA678 A678M-2005
SM490YA SM490YB, SM520B SM520C, SM570 JIS G3106-2008

shall be permissible only when necessitated by advantage of area restrictions. driver’s cab is fitted with appropriate emergency exit means, e.g. a rope ladder. The driver’s cab should have the ability to move independently of the load.
Overrunning of restrict positions shall be prevented by the use of acceptable gadgets. maintain the test load within the event of switching off or failure of the hoist drive.

Cen Iso Tr 20172 English

S620QL1

S620Q, S620QL, EN 10025-6 S620QL1 steel plate heat treatment process (quenching and tempering)

 

1. S620 steel plate is a quenched and tempered high-strength steel plate. The series grades are S620Q, S620QL, and EN 10025-6 S620QL1. It is a low-carbon non-alloy structural steel plate of European standard EN10025-6.
Domestic Gang Iron and Steel Company can produce it.
In order to ensure its performance, this type of steel plate has a carbon content below 0.2%.
Chemical composition for EN 10025-6 S620QL1 High strength steel (Heat Analysis Max%)

Main chemical elements composition of EN 10025-6 S620QL1

C

Si

Mn

P

S

N

B

Cr

0.20

0.80

1.70

0.020

0.010

0.015

0.005

1.50

Cu

Mo

Nb

Ni

Ti

V

Zr

0.50

0.70

0.06

2.0

0.05

0.12

0.15

 

2. S620Q, S620QL, EN 10025-6 S620QL1 steel plates, where S means structural steel, and Q means that the impact temperature of the steel plate is -20°C,

 

Then QL means that the impact temperature of the steel plate is -50°C. Then guess what QL1 represents. QL1 means that the impact temperature of the steel plate is -60°C. 620 means that the thickness of the steel plate is £50mm. The minimum yield strength value is specified.

 

3. The steel specified in this standard can be used for the production of hot-rolled plates with steel grades S460, S500, S550, S620, S690, S890, and S960 series steel plates with a minimum nominal thickness of 3mm and a maximum nominal thickness of ≤150mm. After quenching and tempering
The specified minimum yield strength of steel is 460MPa1) to 960 MPa1)
Mechnical property for EN 10025-6 S620QL1 High strength steel:

Thickness (mm)

EN 10025-6 S620QL1

≥ 3 ≤ 50

> 50 ≤ 100

> 100

Yield strength (≥Mpa)

620

580

560

Tensile strength (Mpa)

700-890

700-890

650-830

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4. Steel grades and varieties

 

The standard specifies 7 steel grades, and they have different yield strengths under ambient temperature conditions.
When required, all supplied steel grades from the following varieties shall be specified.
The minimum value specified for impact energy when the temperature is not lower than -20°C (no mark).
When the temperature is not lower than -50℃, the specified minimum value of impact energy is represented by L.
(Except for S960) The minimum specified impact energy when the temperature is not lower than -60℃ is represented by L1.
In quenching and tempering delivery conditions (Q) and grade L: steel EN 10025-6-S460QL; or steel EN10025-6-1.8906.

 

5. Delivery conditions of S620Q, S620QL, EN 10025-6 S620QL1 steel plate

 

Quenching + tempering (Q).
Note: Quenching and then tempering directly after hot rolling is considered equivalent to conventional quenching and tempering.

 

6. Impact performance of S620Q, S620QL, EN 10025-6 S620QL1 steel plate

 

S620Q at -20℃; S620QL at -50℃; EN 10025-6 S620QL1 at -60℃

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steels plates

  • Ladders over 5 m in peak shall be supplied with safety hoops beginning at a peak of 2,5 m.
  • shall be protected against their entry and provided with a clean air supply.
  • shall be permissible solely when necessitated by advantage of space restrictions.
  • Adequate means shall be supplied to prevent the rope or chain from jumping off the pulleys.

endurance limit fora polished specimen isdivided by the product of theses coefficients. Such safety could be ensured only by a suitable alternative of fabric quality. compression whereas the ties carry the distinction between upwards and downwards masses. They are multiplied by the suitable partial coefficients of load. unfavourable condition than the loading on the crane in or out of service. 5 – The most permissible lateral deviation of each rail in a horizontal aircraft is ± 10 mm. For cranes which have been erected for momentary use solely, e.g.

4 – the ratio κ between the values of the extreme stresses. Danger of fatigue occurs when a member is subjected to varying and repeated hundreds. maximum values of each of the three stresses to happen concurrently. the permissible stress for metal A.52 in the case of loading considered. developed by the rope on the crane can assume values differing greatly from (2.1.four.). The whole wind load on the construction is taken because the sum of the loads on its component elements.

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Adequate means shall be offered to stop the rope or chain from jumping off the pulleys. Ladders over 5 m in peak shall be supplied with security hoops beginning at a peak of 2,5 m.
EN10025-6 S620QL1 1.8987 steel back plate
movement restricted by means of an computerized emergency restrict change. The return from the limit positions have to be attainable via the controller. from hydraulic shocks and vibration , a factor of security of two,5 shall suffice.

What Gangsteel facotry can do other grade too?
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Alloy structural plate 12Cr1MoV, 15CrMo Q XGJX42, 49-2009
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API 5L X42 PSL1 API 5L X46 PSL1 API 5L X52 PSL1 API 5L X56 PSL1 API 5L X60 PSL1 API 5L X65 PSL1 API 5L X70 PSL1 API 5L B PSL1
X42 X46 X52 X56 X60 X65 X70
API 5L BM PSL2 API 5L X42M PSL2 API 5L X46M PSL2 API 5L X52M PSL2 API 5L X56M PSL2 API 5L X60M PSL2 API 5L X65M PSL2 API 5L X70M PSL2
X42R X42M X46M X52M X56M X60M X65M X70M -PSL2
L290 L320 L360 L390 L450 L485 GB T21237-2007

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