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Chequered Plates

Chequered Plates

  • Made in: Việt Nam
STT Product Type Length Standard Unit mass (kg/m) Prices(đ/kg)
1 Plate steel SS400 3.0 x 1500  6m-12m SS400/Q235/SS540 35.325 20.300-21.300
2 Plate steel SS400 4.0 x 1500  6m-12m SS400/Q235/SS540 47.1 20.300-21.300
3 Plate steel SS400 5.0 x 1500  6m-12m SS400/Q235/SS540 58.875 20.300-21.300
4 Plate steel SS400 6.0 x 1500  6m-12m SS400/Q235/SS540 70.65 20.300-21.300
5 Plate steel SS400 8.0 x 1500  6m-12m SS400/Q235/SS540 94.2 20.300-21.300
6 Plate steel SS400 10 x 1500  6m-12m SS400/Q235/SS540 117.75 20.300-21.300
7 Plate steel SS400 12 x 1500  6m-12m SS400/Q235/SS540 141.3 20.300-21.300
8 Plate steel SS400 14 x 1500  6m-12m SS400/Q235/SS540 164.85 20.300-21.300
9 Plate steel SS400 16 x 1500  6m-12m SS400/Q235/SS540 188.4 20.300-21.300
10 Plate steel SS400 18 x 1500  6m-12m SS400/Q235/SS540 212 20.300-21.300
11 Plate steel Q345 20 x 2000  6m-12m SS400/Q235/SS540 314 23.300-24.300
12 Plate steel Q345 25 x 2000  6m-12m SS400/Q235/SS540 392.5 23.300-24.300
13 Plate steel Q345 30 x 2000  6m-12m SS400/Q235/SS540 471 23.300-24.300
14 Plate steel Q345 35 x 2000  6m-12m SS400/Q235/SS540 546.5 23.300-24.300
15 Plate steel Q345 40 x 2000  6m-12m SS400/Q235/SS540 628 23.300-24.300
16 Plate steel Q345 50 x 2000  6m-12m SS400/Q235/SS540 785 23.300-24.300

 

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Product name Thickness (mm) Common specifications Unit (Kg/tấm) Common grades Uses
Common size ribbed steel plate 3 (1250 x 6000) mm 199,13 SS400, Q235, CT3, A36… Widely used in factory construction, flooring, truck floors, stairs and many other uses.
(1500 x 6000) mm 238,95
(2000 x 6000) mm 318,60
4 (1500 x 6000) mm 309,60
(2000 x 6000) mm 412,80
5 (1500 x 6000) mm 380,25
(2000 x 6000) mm 507,00
6 (1500 x 6000) mm 450,90
(2000 x 6000) mm 601,20
8 (1500 x 6000) mm 592,20
(2000 x 6000) mm 789,60

GRADE

Drag Model

Cold bending1080 (6)

δs(MPa) group by size (5)

δs(MPa)

δ(%) by group(5)

Drag pattern tutorial

B=2a.

B -sample width. a -thickness

Group

Group

Group A

Group B

Group C

1

2

3

4

5

6

1

2

3

4

5

6

Diameter through the center of bend d

Q195

(195)

(185)

-

-

-

-

315~390

33

32

-

-

-

-

Vertical

0

-

-

Horizontal

0.5a

-

-

Q215A(2)

Q215B

 

215

205

195

185

175

165

355 ~410

31

30

29

28

27

26

Vertical

0.5a

1.5a

2a

Horizontal

a

2a

2.5a

Q235A

Q235B

Q235C(3)

Q235D(4)

 

 

235

225

215

205

195

185

375 ~406

26

25

24

23

22

21

Vertical

a

2a

2.5a

Horizontal

1.5a

2.5a

3a

Q255A(2)

Q255B

 

255

245

235

225

215

205

410 ~510

24

23

22

21

20

19

-

2a

3a

3.5a

Q275

275

265

255

245

235

225

490 ~610

20

19

18

17

16

15

-

3a

4a

4.5a

 

(1) Extracted from standard GB 700-88

(2) Impact force (longitudinal direction) A kv at 200C is 27i

(3) A kv at 00C is 27i

(4) Akv at -200c is 27i

(5) Tensile test specimens from groups 1-6 divided by material size

Grouping                     Group 1             Group 2          Group 3             Group 4                  Group 5             Group 6

Thickness or
diameter of material          ≤ 16              > 16~ 40         > 40 ~ 60          > 60 ~  100           > 100 ~ 150         > 150

---------------------------------------------------------------------------------------------------------------------------------------------------------------

(6)Bending test specimens from groups A-C are divided into size groups according to material

Grouping                       Group A           Group B           Group C

Thickness or
diameter of material            ≤ 60               > 60 ~ 100       > 100 ~ 200

Grade

C (%)

Si (%) (2)

Mn (%)

P (%) 

S (%) 

Cr (%)  

Ni (%) 

Cu (%) 

Remove Oxy (1)

* CHINA STANDARD GB (GB 700-88)

Q195

0.06 ~ 0.12

≤ 0.30

0.25 ~ 0.5

0.045

0.050

0.30

0.30

0.30

F,b,Z

Q215A

0.009 ~ 0.15

≤ 0.30

0.25 ~ 0.5

0.045

0.050

0.30

0.30

0.30

F,b,Z

Q215B

0.009 ~ 0.15

≤ 0.30

0.25 ~ 0.5

0.045

0.050

0.30

0.30

0.30

F,b,Z

Q235A(3)

0.14 ~ 0.22

≤ 0.30

0.30 ~ 0.65(3)

0.045

0.050

0.30

0.30

0.30

F,b,Z

Q235B

0.12 ~ 0.20

≤ 0.30

0.30 ~ 0.70(3)

0.045

0.050

0.30

0.30

0.30

F,b,Z

Q235C

≤ 0.18

≤ 0.30

0.35 ~ 0.80

0.040

0.040

0.30

0.30

0.30

Z

Q235D

≤ 0.17

≤ 0.30

0.35 ~ 0.80

0.035

0.035

0.30

0.30

0.30

TZ

Q255A

0.18 ~ 0.28

≤ 0.30

0.40 ~ 0.70

0.045

0.045

0.30

0.30

0.30

Z

Q255D

0.18 ~ 0.28

≤ 0.30

0.40 ~ 0.70(1)

0.045

0.045

0.30

0.30

0.30

Z

Q275

0.28 ~ 0.38

≤ 0.35

0.50 ~ 0.80

0.045

0.050

0.30

0.30

0.30

Z

(1) F. Boiling steel; b, semi-boiling steel; Z. settling steel.

TZ special settling steel.

(2) Si content of carbon structural steel; F ≤ w Si 0.007%; Lower limit Si of Z is 0.012%

(3) Upper limit w Mn of boiling steel Q345A and B is 0.60%.

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