PILE STEEL BLACK AND HOT - DIP - GALVANIZED | BS 1387 - 1985 | |||||
Loại ống | Đường kính danh nghĩa | Đường kính ngoài | Độ dày | Khối lượng của 1m | ||
Max | Min | |||||
inch | mm | mm | mm | mm | Kg/m |
A1 | ½ | 15 | 21.2 | 20.8 | 1.9 | 0.914 |
¾ | 20 | 26.6 | 26.2 | 2.1 | 1.284 | |
1 | 25 | 33.6 | 33.2 | 2.3 | 1.787 | |
1¼ | 32 | 42.3 | 41.9 | 2.3 | 2.26 | |
1½ | 40 | 48.2 | 47.8 | 2.5 | 2.83 | |
2 | 50 | 59.9 | 59.4 | 2.6 | 3.693 | |
2½ | 65 | 75.6 | 75 | 2.9 | 5.228 | |
3 | 80 | 88.3 | 87.6 | 2.9 | 6.138 | |
4 | 100 | 113.5 | 112.7 | 3.2 | 8.763 |
Light | ½ | 15 | 21.4 | 21 | 2 | 0.947 |
¾ | 20 | 26.9 | 26.4 | 2.3 | 0.138 | |
1 | 25 | 33.8 | 33.2 | 2.6 | 1.98 | |
1¼ | 32 | 42.5 | 41.9 | 2.6 | 2.54 | |
1½ | 40 | 48.4 | 47.8 | 2.9 | 3.23 | |
2 | 50 | 60.2 | 59.6 | 2.9 | 4.08 | |
2½ | 65 | 76 | 75.2 | 3.2 | 5.71 | |
3 | 80 | 88.7 | 87.9 | 3.2 | 6.72 | |
4 | 100 | 113.9 | 113 | 3.6 | 9.75 |
Medium | ½ | 15 | 21.7 | 21.1 | 2.6 | 1.21 |
¾ | 20 | 27.2 | 26.6 | 2.6 | 1.56 | |
1 | 25 | 34.2 | 33.4 | 3.2 | 2.41 | |
1¼ | 32 | 42.9 | 42.1 | 3.2 | 3.1 | |
1½ | 40 | 48.8 | 48 | 3.2 | 3.57 | |
2 | 50 | 60.8 | 59.8 | 3.6 | 5.03 | |
2½ | 65 | 76.6 | 75.4 | 3.6 | 6.44 | |
3 | 80 | 89.5 | 88.1 | 4 | 8.37 | |
4 | 100 | 114.9 | 113.3 | 4.5 | 12.2 | |
5 | 125 | 140.6 | 138.7 | 5 | 16.6 | |
6 | 150 | 166.1 | 164.1 | 5 | 19.7 |
Heavy | ½ | 15 | 21.7 | 21.1 | 3.2 | 1.44 |
¾ | 20 | 27.2 | 26.6 | 3.2 | 1.87 | |
1 | 25 | 34.2 | 33.4 | 4 | 2.94 | |
1¼ | 32 | 42.9 | 42.1 | 4 | 3.8 | |
1½ | 40 | 48.8 | 48 | 4 | 4.38 | |
2 | 50 | 60.8 | 59.8 | 4.5 | 6.19 | |
2½ | 65 | 76.6 | 75.4 | 4.5 | 7.93 | |
3 | 80 | 89.5 | 88.1 | 5 | 10.3 | |
4 | 100 | 114.9 | 113.3 | 5.4 | 14.5 | |
5 | 125 | 140.6 | 138.7 | 5.4 | 17.9 | |
6 | 150 | 166.1 | 164.1 | 5.4 | 21.3 |
Dung sai cho phép về mặt cắt +/-1% | ||||||
Dung sai cho phép về trọng lượng +/-8% |
Steel bars for concrete reinforcement | ||||
Tiêu chuẩn | Độ bền cơ lý | |||
Standard | Mác thép | Mechanical Properties | ||
Grade | Giới hạn chảy | Giới hạn đứt | Độ giãn dài | |
Yeild Point | Tensile Strength | Elongation | ||
(N/mm2) | (N/mm2) | (%) |
TCVN |
CT 33 |
240 min |
- |
- |
1651 - 85 |
CT 34 |
230 min |
340 ÷ 440 |
32 min |
(1765 - 85 ) |
CT 38 |
250 min |
380 ÷ 490 |
26 min |
CT 42 |
270 min |
420 ÷ 540 |
24 min |
|
CT 51 |
290 min |
510 ÷ 640 |
20 min |
|
TCVN |
25Mn2Si |
392 min |
590 min |
14 min |
3104 - 79 |
35MnSi |
392 min |
590 min |
14 min |
JIS G3112 |
SD 295A |
295 min |
440 ÷ 600 |
16 min (d<25mm) |
18 min (d≥25mm) |
||||
SD 345 |
345 ÷ 440 |
490 min |
18 min (d<25mm) |
|
20 min (d≥25mm) |
||||
SD 390 |
390 ÷ 510 |
560 min |
16 min (d<25mm) |
|
18 min (d≥25mm) |
||||
SD 490 |
490 ÷ 625 |
620 min |
12 min (d<25mm) |
|
14 min (d≥25mm) |
ASTM A615 |
Gr 40 |
300 min |
500 min |
11 min (d=10mm) |
/A615M - 94 |
12 min (d>10mm) |
Gr 60 |
400 min |
600 min |
9 min (d≤20mm) |
|
8 min (20 |
BS 4449 |
Gr 250 |
250 min |
287 min |
22 min |
Gr 460 |
460 min |
483 min |
12 min |
|
ΓOCT |
25Γ 2C |
380 min |
580 min |
14 min |
5780 - 82 |
35Γ C |
380 min |
580 min |
14 min |
ΓOCT |
CT2 |
196 min |
334 ÷ 412 |
26 min |
380 - 89 |
CT3 |
225 min |
373 ÷ 461 |
22 min |
CT4 |
245 min |
412 ÷ 510 |
20 min |
|
CT5 |
265 min |
490 ÷ 608 |
16 min |
Rolled steel for general structure |
||||
TCVN |
CT 33 |
240 min |
- |
- |
1651 - 85 |
CT 34 |
230 min |
340 ÷ 440 |
32 min |
(1765 - 85 |
CT 38 |
250 min |
380 ÷ 490 |
26 min |
CT 42 |
270 min |
420 ÷ 540 |
24 min |
|
CT 51 |
290 min |
510 ÷ 640 |
20 min |
|
JIS G3101 |
SS 330 |
235 min |
330 ÷ 430 |
25 min |
1995 |
SS 400 |
235 min |
400 ÷ 510 |
21 min |
SS 490 |
275 min |
490 ÷ 610 |
19 min |
|
SS 540 |
390 min |
540 min |
16 min |
|
JIS G3106 |
SM400 A |
235 min |
400 ÷ 510 |
23 min |
1995 |
SM400 B |
235 min |
400 ÷ 510 |
23 min |
SM490 A |
315 min |
490 ÷ 610 |
22 min |
|
SM490 B |
315 min |
490 ÷ 610 |
22 min |
|
SM490 YA |
355 min |
490 ÷ 610 |
19 min |
|
SM490 YB |
355 min |
490 ÷ 610 |
19 min |
|
ΓOCT | CT2 | 196 min |
334 ÷ 412 |
26 min |
380 - 89 |
CT3 |
225 min |
373 ÷ 461 |
22 min |
CT4 |
245 min |
412 ÷ 510 |
20 min |
|
CT5 |
265 min |
490 ÷ 608 |
16 min |
|
ASTM 1997 |
A 36 |
250 |
400 ÷ 550 |
20 min |
A572 Gr42 |
290 |
415 min |
20 min |
|
A572 Gr50 |
345 |
450 min |
18 min |
|
BS 4360 |
40B |
245 |
340 ÷ 550 |
22 |
1986 |
40C |
245 |
340 ÷ 550 |
22 |
43A |
265 |
430 ÷ 580 |
20 |
|
43B |
265 |
430 ÷ 580 |
20 |
|
43C |
265 |
430 ÷ 580 |
20 |
|
50A |
345 |
490 ÷ 640 |
18 |
|
50B |
345 |
490 ÷ 640 |
18 |
|
50C |
345 |
490 ÷ 640 |
18 |
|
DIN 17100 |
RST37-2 |
225 |
340 ÷ 470 |
26 |
ST44-2 |
265 |
410 ÷ 540 |
22 |
|
GB700 - 88 |
Q235A |
225 min |
375 min |
21 min |
Q235B |
225 min |
375 min |
21 min |
|
Q235C |
225 min |
375 min |
21 min |
|
Q235D |
225 min |
375 min |
21 min |
|
GB/T1591 - 94 |
Q345 |
325 min |
470 min |
21 min |
Sheet piles |
||||
JIS A5528 |
SY 295 |
295 min |
490 min |
17 min |
1998 |
SY 390 |
390 min |
540 min |
15 min |
Tiêu chuẩn | Mác thép | Thành phần hóa học | ||||
|
C |
Si |
Mn |
P (max) |
S (max) |
|
Steel bars for concrete reinforcement | ||||||
---|---|---|---|---|---|---|
TCVN 1651 - 85 (1765 - 85 ) |
CT33 |
0.06 - 0.12 |
0.12 - 0.30 |
0.25 - 0.50 |
0.04 |
0.045 |
CT34 |
0.09 - 0.15 |
0.12 - 0.30 |
0.25 - 0.50 |
0.04 |
0.045 |
|
CT38 |
0.14 - 0.22 |
0.12 - 0.30 |
0.40 - 0.65 |
0.04 |
0.045 |
|
CT42 |
0.18 - 0.27 |
0.12 - 0.30 |
0.40 - 0.70 |
0.04 |
0.045 |
|
CT51 |
0.28 - 0.37 |
0.15 - 0.35 |
0.50 - 0.80 |
0.04 |
0.045 |
|
TCVN 3104 - 79 |
25Mn2Si |
0.20 - 0.29 |
0.60 - 0.90 |
1.20 - 1.60 |
0.04 |
0.045 |
35MnSi |
0.30 - 0.37 |
0.60 - 0.80 |
0.80 - 1.20 |
0.04 |
0.045 |
|
JIS G3505 2004 |
SWRW10 |
0.13 max |
0.30 max |
0.06 max |
0.04 |
0.04 |
SWRW12 |
0.15 max |
0.30 max |
0.065 max |
0.04 |
0.04 |
|
JIS G3112 |
SD 295A |
|
|
|
0.05 |
0.05 |
SD 345 |
0.27 max |
0.55 max |
1.60 max |
0.04 |
0.04 |
|
SD 390 |
0.29 max |
0.55 max |
1.80 max |
0.04 |
0.04 |
|
SD 490 |
0.32max |
0.55max |
1.80max |
0.040 |
0.040 |
|
ASTM A615 /A615M - 94 |
Gr 40 |
0.21 max |
0.40 max |
1.35 max |
0.04 |
0.05 |
Gr 60 |
0.30 max |
0.50 max |
1.50 max |
0.04 |
0.05 |
|
BS 4449 |
Gr 250 |
0.25 max |
0.50 max |
1.50 max |
0.06 |
0.06 |
Gr 460 |
0.25 max |
0.50 max |
1.50 max |
0.05 |
0.05 |
|
ΓOCT 5780 - 82 |
25Γ2C |
0.20 - 0.29 |
0.60 -0.90 |
1.20 - 1.60 |
0.04 |
0.045 |
35ΓC |
0.30 - 0.37 |
0.60 - 0.80 |
0.80 - 1.20 |
0.04 |
0.045 |
|
ΓOCT 380 - 71 |
CT2 |
0.09 - 0.15 |
0.12 - 0.30 |
0.25 - 0.05 |
0.045 |
0.045 |
CT3 |
0.14 - 0.22 |
0.12 - 0.30 |
0.40 - 0.60 |
0.045 |
0.045 |
|
CT4 |
0.18 - 0.27 |
0.12 - 0.30 |
0.40 - 0.70 |
0.045 |
0.045 |
|
CT5 |
0.29 - 0.37 |
0.15 - 0.35 |
0.50 - 0.80 |
0.045 |
0.045 |
|
Rolled steel for general structure | ||||||
TCVN 1765 - 85 (1765 - 85 ) |
CT33 |
0.06 - 0.12 |
0.12 - 0.30 |
0.25 - 0.50 |
0.04 |
0.045 |
CT34 |
0.09 - 0.15 |
0.12 - 0.30 |
0.25 - 0.50 |
0.04 |
0.045 |
|
CT38 |
0.14 - 0.22 |
0.12 - 0.30 |
0.40 - 0.65 |
0.04 |
0.045 |
|
CT42 |
0.18 - 0.27 |
0.12 - 0.30 |
0.40 - 0.70 |
0.04 |
0.045 |
|
CT51 |
0.28 - 0.37 |
0.15 - 0.35 |
0.50 - 0.80 |
0.04 |
0.045 |
|
JIS G3101 1995 |
SS 330 |
- |
- |
- |
0.05 |
0.05 |
SS 400 |
0.20 max |
0.55 max |
1.60 max |
0.05 |
0.05 |
|
SS 490 |
- |
- |
- |
0.05 |
0.05 |
|
SS 540 |
0.30 max |
- |
1.60 max |
0.04 |
0.04 |
|
JIS G3106 1995 |
SM400 A |
0.23 max |
- |
2.5xC min |
0.035 |
0.035 |
SM400 B |
0.20 max |
0.35 |
0.60-1.40 |
0.035 |
0.035 |
|
SM490 A |
0.20 max |
0.55 |
1.6 max |
0.035 |
0.035 |
|
SM490 B |
0.18 max |
0.55 |
1.6 max |
0.035 |
0.035 |
|
SM490 YA |
0.20 max |
0.55 |
1.6 max |
0.035 |
0.035 |
|
SM490 YB |
0.20 max |
0.55 |
1.6 max |
0.035 |
0.035 |
|
ΓOCT 380 - 71 |
CT2 |
0.09 - 0.15 |
0.12 - 0.30 |
0.25 - 0.50 |
0.045 |
0.045 |
CT3 |
0.14 - 0.22 |
0.12 - 0.30 |
0.40 - 0.60 |
0.045 |
0.045 |
|
CT4 |
0.18 - 0.27 |
0.12 - 0.30 |
0.40 - 0.70 |
0.045 |
0.045 |
|
CT5 |
0.29 - 0.37 |
0.15 - 0.35 |
0.50 - 0.80 |
0.045 |
0.045 |
|
ASTM 1997 |
A36 |
0.26 max |
0.40 max |
1.60 max |
0.04 |
0.05 |
A572 Gr42 |
0.21 max |
0.40 max |
1.35 max |
0.04 |
0.05 |
|
A572 Gr50 |
0.23 max |
0.40 max |
1.35 max |
0.04 |
0.05 |
|
BS 4360 1986 |
40B |
0.20max |
0.50max |
1.50max |
0.050 |
0.050 |
40C |
0.18max |
0.50max |
1.50max |
0.050 |
0.050 |
|
43A |
0.25max |
0.50max |
1.6max |
0.050 |
0.050 |
|
43B |
0.21max |
0.50max |
1.5max |
0.050 |
0.050 |
|
43C |
0.18max |
0.50max |
1.5max |
0.050 |
0.050 |
|
50A |
0.23max |
0.50max |
1.6max |
0.050 |
0.050 |
|
50B |
0.20max |
0.50max |
1.50max |
0.050 |
0.050 |
|
50C |
0.20max |
0.50max |
1.50max |
0.050 |
0.050 |
|
DIN 17100 |
RST37-2 |
0.17max |
- |
- |
0.050 |
0.050 |
ST44-2 |
0.21max |
- |
- |
0.050 |
0.050 |
|
GB700 - 88 |
Q235A |
0.14 - 0.22 |
0.30 max |
0.30 -0.65 |
0.045 |
0.05 |
Q235B |
0.12 - 0.20 |
0.30 max |
0.30 -0.70 |
0.045 |
0.045 |
|
Q235C |
0.18 max |
0.30 max |
0.35 -0.80 |
0.04 |
0.04 |
|
Q235D |
0.17 max |
0.30 max |
0.35 -0.80 |
0.035 |
0.035 |
|
GB/T1591 - 94 |
Q345 |
0.20 max |
0.55 max |
1.00 -1.60 |
0.045 |
0.045 |
Sheet piles | ||||||
JIS A5528 1998 |
SY 295 |
0.22 max |
0.50 max |
1.60 max |
0.04 |
0.04 |
SY 390 |
0.22 max |
0.50 max |
1.60 max |
0.04 |
0.04 |