ASTM A252 GR.2 GR.3 Seamless Steel Piles Pipe / ASTM A252 GR.2 ERW / A252 GR.3 LSAW Steel Piles Pipe

Pipe ordered under this specification is for pipe piles in which the steel cylinder acts as a permanent load-carrying member, or as a shell to form cast –in-place concrete piles. Size: O.D.: 168~700mm  W.T.: 2~80mm / 323.8~1500mm  W.T.: 8~80mm      Grade: Gr1, Gr2, Gr3 End: Plain/Beveled end Length: 5.8m,6m,11.8m,12m or customerized. End protector: Plastic pipe cap or Iron Protector MOQ: 5 Tons Payment terms: LC/TT/DP  

Products Details

Application of ASTM A252 Carbon Seamless Steel Pipe:

Pipe ordered under this specification is for pipe piles in which the steel cylinder acts as a permanent load-carrying member, or as a shell to form cast –in-place concrete piles.

Details of ASTM A252 (GR.3 LSAW) Carbon Steel Pipe We can supply

Manufacture: Carbon Seamless Steel Pipe / Carbon ERW Steel Pipe Size: O.D.: 168~700mm  W.T.: 2~80mm / 323.8~1500mm  W.T.: 8~80mm      Grade: Gr1, Gr2, Gr3 Length: 6M or specified length as required. Ends: Plain End, Beveled End.

Manufacturing Process of ASTM A252 Carbon Seamless Steel Pipe / ASTM A252 ERW / LSAW Steel Pipe

By seamless process / By electric resistance welded / By fusion welded process 

Chemical Composition

The steel shall contain no more than 0.050 % phosphorous. 

Tensile Requirements

Tensile Requirements

 

Grade 1

Grade 2

Grade 3

Tensile strength, min, psi (MPa)

50 000 (345)

60 000 (415)

66 000 (455)

Yield point or yield strength, min, psi(MPa) 

30 000 (205)

35 000 (240)

45 000 (310)

Basic minimum elongation for nominal wall thicknesses %6 in. (7.9 mm) or more:                   Elongation in 8 in. (203.2 mm), min, %                  Elongation in 2 in. (50.8 mm), min, %

 

 

18

30

 

 

14

25

 

 

...

20

For nominal wall thicknesses less than %6 in. (7.9 mm), the deduction from the basic minimum elongation in 2 in. (50.08 mm) for each Vzi - in. (0.8 mm) decrease in nominal wall thickness below %6 in. (7.9 mm), inpercentage points 

1.5A

1.25A

1.0A...

Marking

Manafacturer's name or its identifying brand Dimensions(nominal diameter and nominal wall thickness, length and weight per unit length ) Heat number The process of manufacture(seamless) Grade Specification designation

Manufacture method(hot finished ERW steel pipe: E-H; Cold finished ERW steel pipe: E-C) Dimensions(nominal diameter) Manufacturer’s name or its identifying brand

Packing for ASTM A252 Seamless Steel Pipe / ASTM A252 ERW(LSAW) Steel Pipe 

Bare pipe, black coating, etc in loose; 6" and below sizes In bundles with two cotton slings, other sizes in loose; Both ends with end protectors; Plain end, bevel end Marking.

Tolerance of outside diameter ,wall thickness ,length and weight:

Outside Diameter The outside diameter of pipe piles shall not vary more than ±1% from the specified outside diameter. Wall thickness The wall thickness at any point shall not be more than 12.5% under the specified nominal wall thickness. Lengths Pipe piles shall be furnished in single random legnths, double random lengths, or in uniform lengths as specified in the purchase order, in accordance with the following limits: Single random legnths        16 to 25ft (4.88 to 7.62mm), inch Double random lengths      Over 25ft (7.62m) with a minimum average of 35ft (10.67m) Uniform lengths                  length as specified with a permissible variation of ±1 in. Weight Each length of pipe pile shall be weighed separately and its weight shall not vary more than 15% over or 5% under its theoretical weight, calculated using its length and its weight per unit length.

Table 2 gives the computed minimum values:

  Calculated Minimum Elongation Values
Nominal Wall Thickness

Elongation in 2 in. (50.8 mm), min, %

in.

mm.

Grade 1

Grade 2

Grade 3

5/16(0.312)

7.9

30.00

25.00

20.00

9/32(0.281)

7.1

28.50

23.75

19.00

1/4(0.25)

6.4

27.00

22.50

18.00

7/32(0.219)

5.6

25.50

21.25

17.00

3/16(0.188)

4.8

24.00

20.00

26.00

11/6(0.172)

4.4

23.25

19.50

15.50

5/32(0.156)

4.0

22.50

18.75

15.00

9/64(0.141)

3.6

21.75

18.25

14.50

1/8(0.125)

3.2

21.00

17.50

14.00

7/64(0.109)

2.8

20.25

16.75

13.50

The above table gives the calculated minimum elongation values for various nominal wall thicknesses. Where the specified nominal wall thickness is intermediate to those shown above, the minimum elongation value shall be determined as follows:Grade:1      E=48t+15.00 2      E=40t+12.50 3      E=32t+10.00 where: E = elongation in 2 in., %, and t = specified nominal wall thickness, in.

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