EN 10025-6 S620Q strength steel microstructure
Gangsteel produce and supply materials of EN10025-6 S620q steel plate and equal grade S590Q, S690Q, S690QL, S690QL1, WQ690D, Q550D, WQ590D, WH70Q, WDB620E, WH785E S620q steel plate Executive standard: EN10025-6, GB/T16270-2009.
EN10025-6 S620q Alloy special steel with specified minimum values of impact energy at temperatures not lower than -20 degree .
Chemical composition of steel S620Q (1.8914), Standards of steel S620Q (1.8914) and Mechanical Properties of steel S620Q (1.8914) Equivalent grades of steel S620Q (1.8914)
about the steel S620Q (1.8914) Tensile Strength, Elongation, Proof strength , Hardness, please see our table.
7. Obtained German TUV certification.
S620Q steel plate uses: used to manufacture low-temperature resistant, high-strength key components, construction machinery, mining machinery structures, etc. It is a high-strength structural steel plate.
European elevation strength alloy steel plate: S460Q, S460QL, S460QL1, S500Q, S500QL, S500QL1, S550Q, S550QL, S550QL1, S590Q, S620Q, S620QL, S620QL1, S690Q, S690QL, S690QL1, S890Q, S890QL, S890QL1, S960Q, S960QQL, S960QQL1,
WQ690D, Q550D, WQ590D, WH70Q, WDB620E, WH785E, etc.;
EN metallic grade specification is a high yield energy structural steels within the quenched and tempered situation steel plate grade in S550Q, S550QL, S550QL1, S500Q, S890QL1, S960Q, S960QL, S620Q, S620QL, S690Q, S690QL, S690QL1, S890Q and S890QL metal plate grade. A broad variety of s690ql metal selections are available to you, similar to aisi, gb, and astm. SSAB is the world’s most expert producer of high-finish quenched and tempered steels. The extreme cleanliness, lean alloy resolution and excessive-quality manufacturing technique of Strenx® steels have a very constructive influence on toughness, fatigue energy and efficiency in sub-zero circumstances. The chemical composition of structural steel is extremely essential to the engineer and will change with specific grades depending on their supposed use. For example, S355K2W is a structural metal that has been hardened, denoted by K2, and has been designed with a chemical composition to withstand elevated weathering – W.
EN 10025-6 S620Q strength quenched and tempered steel
Despite their diffusion as a consolidated material, many research fields are active relating to new applications. At the identical time, innovations are coming from the manufacturing strategy of such a family of supplies, also including the possibility to manufacture them starting from steel powder for 3D printing. Legally licensed commerce Rexton steel & alloys are busy in supplying the wonderful and fascinating high quality of S690QL PLATES globally.
- Depending on the manufacturing process, chemical composition and related utility, additional letters and classifications could be used to reference specific grades or products of structural metal.
- In the next table, the chemical composition of S460 is displayed.
- It is an essential issue which defines the mechanical properties of the steel material.
- The naming conference utilized in European Standard EN10025 refers to the minimum yield strength of the metal grade examined at 16mm thick.
The chemical composition of structural metal is very important and extremely regulated. It is a central factor which defines the mechanical properties of the metal materials. In the next desk, one can see the utmost % ranges of sure regulated elements present in European structural steel grades S235, S275 and S355. Structural metal is a basic building material, produced from specific grades of metal and manufactured in a wide range of industry standard cross-sectional shapes (or ‘sections’).
Together With Results For Metal En 10025
In Europe, the structural steel should conform to the European Standard EN ruled by the ECISS , which is a subset of CEN . We are specialized in super thick metal plate, max weight/per is 28.6mt. The AT2 Automated XY Stage could be put in on any new or current 5900 and 6800 Series common testing systems to automate compression, tensile, and flexure testing. Due to our extensive capacity in slicing, pressing, machining and fabrication, this will all be undertaken inside our 300,000 sq.
As per subjected commonplace desk -1, nitrogen %, max 0.012 allowable for grade S355JR, but mill provided materials with 0.013% nitrogen and they’re exhibiting cause of acceptance as per footnote ‘f’ of desk 1. I must ask the S235 grade —if not obtainable, then can we use A36 grade materials.
Equivalent grades of steel S620Q (1.8914)Equivalent grades of steel S620Q (1.8914)Heat treatment conditions+A Soft annealed+AC Annealed to achieve spheroidization of the carbides+AR As rolled+AT Solution annealed+C Cold drawn / hard+CR Cold rolled+FP Treated to ferrite-pearlite structure and hardness range+I Isothermal annealing+LC Cold drawn / soft+M Thermo mechanical rolling+N Normalized+NT Normalized and tempered+P Precipitation hardened+PE Peeled+QA Air quenched and tempered+QL Liquid quenched and tempered+QT Quenched and tempered+S Treated to improve shearability+SH As rolled and turned+SR Cold drawn and stress relieved+T Tempered+TH Treated to hardness range+WW Warm worked+U Untreated
Structural steels are available in different grades; however many producers promote them in a pre-shaped state with a cross-sectional form that’s particularly applicable for certain functions. Structural steels are offered in Z-beams, I-beams, L-shaped, steel plate, field lintels, and hollow structural section. The main objective of these extended exams was to assess the differences in energy values alongside the weld seam. Therefore, tensile check specimens were extracted from the welded plate specializing in the transient area of the beginning and end of the weld.
Structural metal’s dimension, power, shape, composition, and storage are controlled in lots of industrialized international locations. In Europe, the steels used have to comply with the European commonplace EN 10025.
The naming convention used in European Standard EN10025 refers to the minimum yield energy of the metal grade examined at 16mm thick. Depending on the manufacturing course of, chemical composition and relevant application, additional letters and classifications might be used to reference particular grades or merchandise of structural metal EN10025-6 S620Q steel plate supplier. It is an essential factor which defines the mechanical properties of the steel materials. In the next table, the chemical composition of S460 is displayed. The yield power of structural steel determines the minimum force wanted to create a everlasting deformation within the metal.
EN S500Q Steel Plates out there on the market in thickness 6MM to 300MM, width 1500mm to 4050mm, and length 3000mm to 15000mm; If you are interested in buying EN S500Q metal plates, or have any queries, please feel free to e mail us on or call us on + . The mechanical properties of structural steel are central to its classification and therefore, software. Although, chemical composition is a governing factor of the mechanical properties of metal, additionally it is crucial to know the minimum standards for the mechanical properties such as tensile energy and yield power. The mechanical properties of structural steel are fundamental to its classification and application. The image S primarily stands for structural steel, 355 is minimal yield power and grade S355J0 can simply face up to influence vitality of 27J at 0 diploma Celsius. These metallic plates have excessive tensile vitality, corrosion resistance, weldability, dimensional accuracy, sturdiness, machinability, and long service life.
- What is EN 10025-6 S620Q steel plat?
EN10025-6 S620Q steel plate is EN 1.8914, Alloy special steel with specified minimum values of impact energy at temperatures not lower than -20 ° C. The main adopt standard are EN 10025-6: 2004 Hot rolled products of structural steels. Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
EN 10137-2: 1996 S620Q Plates and wide flats made of high yield strength structural steels in the quenched and tempered or precipitation hardened conditions. Delivery conditions for quenched and tempered steels
- What is EN 10025-6 S620Q OR 1.8914 Chemical composition % of steel EN 10025-6 S620Q (1.8914): EN 10025-6-2004
C |
Si |
Mn |
Ni |
P |
S |
Cr |
Mo |
V |
N |
Nb |
Ti |
Cu |
Zr |
B |
CEV |
max 0.2 |
max 0.8 |
max 1.7 |
max 2 |
max 0.025 |
max 0.015 |
max 1.5 |
max 0.7 |
max 0.12 |
max 0.015 |
max 0.06 |
max 0.05 |
max 0.5 |
max 0.15 |
max 0.005 |
max 0.83 |
- What is Mechanical properties of steel EN 10025-6 S620Q (1.8914)?
Nominal thickness (mm): |
3 – 100 |
100 – 150 |
Rm – Tensile strength (MPa) |
700-890 |
650-830 |
- What is Equivalent grades of steel EN10025-6 S620Q (1.8914)
EU |
Germany |
France |
European old |
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S620Q |
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EN10025-6 EQUAL Grade stock list in China warehouse |
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|
Grade |
size mm |
Thick mm |
Wide mm |
Long mm |
Tons |
Quantity |
High-strength structural stee plate |
BS960E |
7*1600*11300 |
7 |
1600 |
11300 |
2.023 |
2 |
|
Q550CFD |
16*2500*12000 |
16 |
2500 |
12000 |
3.768 |
1 |
|
Q550CFD |
16*2500*12000 |
16 |
2500 |
12000 |
3.768 |
1 |
|
Q550CFD |
20*2500*12000 |
20 |
2500 |
12000 |
4.71 |
1 |
|
Q550CFD |
20*2500*12000 |
20 |
2500 |
12000 |
4.71 |
1 |
|
Q550CFD |
20*2500*12000 |
20 |
2500 |
12000 |
4.71 |
1 |
|
Q550CFD |
36*2500*9500 |
36 |
2500 |
9500 |
6.712 |
1 |
|
Q550CFD |
36*2500*9500 |
36 |
2500 |
9500 |
6.712 |
1 |
|
Q550CFD |
36*2500*9500 |
36 |
2500 |
9500 |
6.712 |
1 |
|
Q550CFD |
36*2500*9500 |
36 |
2500 |
9500 |
6.712 |
1 |
|
Q690CFD |
30*2550*10640 |
30 |
2550 |
10640 |
6.39 |
1 |
|
SC960E |
30*1550*5800 |
30 |
1550 |
5800 |
2.117 |
1 |
|
NQB-S690QL |
20*1700*11000 |
20 |
1700 |
11000 |
2.936 |
1 |
|
BS700MCK2 |
8*1500*13000 |
8 |
1500 |
13000 |
1.227 |
1 |
|
BWELDY620QL6 |
12*2400*6220 |
12 |
2400 |
6220 |
1.406 |
1 |
|
BWELDY620QL6 |
12*2400*9000 |
12 |
2400 |
9000 |
2.035 |
1 |
|
BS700MCK2 |
10*1500*4000 |
10 |
1500 |
4000 |
4.239 |
1 |
|
BS700MCK2 |
10*1500*4000 |
10 |
1500 |
4000 |
4.71 |
1 |
|
BS700MCK2 |
10*1500*4000 |
10 |
1500 |
4000 |
5.181 |
1 |
|
BS700MCK2 |
10*1500*4000 |
10 |
1500 |
4000 |
4.71 |
1 |
|
BS700MCK2 |
10*1500*4000 |
10 |
1500 |
4000 |
4.71 |
1 |
|
BS700MCK2 |
10*1500*4000 |
10 |
1500 |
4000 |
1.884 |
4 |
|
BS700MCK2 |
10*1500*6000 |
10 |
1500 |
6000 |
2.12 |
1 |
|
BS700MCK2 |
10*1500*6000 |
10 |
1500 |
6000 |
0.707 |
1 |
|
BS700MCK2 |
10*1500*6000 |
10 |
1500 |
6000 |
0.706 |
1 |
|
BS700MCK2 |
12*1500*12000 |
12 |
1500 |
12000 |
3.391 |
2 |
|
BS700MCK2 |
12*1500*12000 |
12 |
1500 |
12000 |
3.391 |
1 |
|
BS700MCK2 |
12*1500*12000 |
12 |
1500 |
12000 |
3.391 |
1 |
|
BS700MCK2 |
12*1500*13000 |
12 |
1500 |
13000 |
1.837 |
1 |
|
BS700MCK2 |
12*1500*4000 |
12 |
1500 |
4000 |
1.696 |
1 |
|
BS700MCK2 |
12*1500*4000 |
12 |
1500 |
4000 |
4.522 |
1 |
|
BS700MCK2 |
12*1500*4000 |
12 |
1500 |
4000 |
4.522 |
1 |
In these functions, the excessive energy of those steels can be used to avoid wasting plenty of weight, enhance the payload or improve the efficiency. Furthermore, because of these advantages and the nice formability of the steels, the entire cost can be decreased. Depending on the desired utility, an engineer will specify a grade of metal -normally to satisfy minimum energy, most weight and probably weathering requirements, as well as the sectional form – relative to the specified location and expected load to be carried or job to be performed.