Advantages and Disadvantages of Black Steel Pipes UNIASEN

BS 3601 Steel Pipes

Standard Overview:

BS 3601 specifies requirements for carbon steel pipes and tubes. They are for pressure use, especially at room temperature.

Main Material:

Carbon steel, particularly grades such as Grade 360.

Scope of Application:

BS 3601 is widely used in industries such as construction, oil and gas, and manufacturing where durable piping systems are required. Typically used for pressure vessels, piping and structural applications.

Available in both black and galvanized finishes, BS 3601 is ideal for fire protection applications. While they are flexible to bend, it is not recommended if the inside diameter of the bend is less than twelve times the outside diameter of the pipe.

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Specification of BS 3601 Steel Pipes

Standard BS3601
Procedure BW, ERW, SMLS, SAW
Dimensions BW: 8-50mm, DN6 – DN1000
ERW: 12.7-508mm
SMLS: 12.7mm -1016mm
SAW: 114.3-2220mm
Thickness BW: up to 4.5mm
ERW: up to 12.5mm
SMLS: up to 65mm
SAW: up to 50mm
Unit Length specific, random
Steel Grade 320 360 430 (ERW320 ERW360 ERW430)
Surface Coating Varnishing, Oiling, Hot Dip Galvanizing
End Type Square cut, Plain, Bevelled, Threaded, Socket
Joint Method Fitting, Flange, Coupling, Clamp, Pipe Shoulder, Welding
Pipe Machining Welding, Bending, Hole Drilling, Punching, Swaging, Tapering, Flaring, Expanding

Dimension

Method of
Manufacture
Outside Diameter Thickness
mm mm
Buttwelded 8 to 50
(nominal size)
Up to and including 4.5
Electric Resistance
Welded
12.7 to 508 Up to and including 12.5
Seamless 12.7 to 1016 Up to and including 65
Submerged Arc
Welded
114.3 to 2220 Up to and including 50

Chemical Requirement

Steel Grade Method of Manufacture Chemical Composition(ladle analysis)
(see notes 1 and 2)
Mechanical Properties at Room Temperature(see note 3)
C Si Mn P S Rm Remin
For thickness in mm
A Bend test bar
diameter
max max min max max max min max ≤16 >16≤40 >40≤65 min
% % % % % % N/mm2 b N/mm2 N/mm2 N/mm2 N/mm2 %
320 Welded(BW and ERW) 0.16a 0.3 0.7 0.04 0.04 320 460 195 25
360 Seamless(S) 0.17 0.35 0.4 0.8 0.04 0.04 360 500 235 225 215 25 4a
Welded(ERW) 0.17a 0.35 0.4 0.8 0.04 0.04 360 500 235 25
430 Seamless(S) 0.21 0.35 0.4 1.2 0.04 0.04 430 570 275 265 255 22 4a
Welded(ERW) 0.21 0.35 0.4 1.2 0.04 0.04 430 570 275 22
Welded(SAW) 0.25 0.50 1.2 0.04 0.04 430 570 275 265 255 22 4a
NOTE 1:Elements not quoted in this table are not intentionally added other than for the purpose of finishing the heat.
NOTE 2:For permissible deviations on product analysis,see Table 3.
NOTE 3: Re is the yield strength. For acceptance purposes either the upper yield stress ReH or the 0.5% proof stress(total elongation)Rt0.5 is determined(see 13.1).
Rm is the tensile strength.
A is the percentage elongation after fracture on a gauge length of Lo=5.65√So.(So is the original cross-sectional area of the gauge length.)
a is the thickness of the test piece.
a For welded tubes made from rimmed Steel the C max. is 0.19%.
b 1N/mm2 = 1MPa.

Mechanical Requirement

Steel Grade Method of Manufacture Chemical Composition(ladle analysis)
(see notes 1 and 2)
Mechanical Properties at Room Temperature(see note 3)
C Si Mn P S Rm Remin
For thickness in mm
A Bend test bar
diameter
max max min max max max min max ≤16 >16≤40 >40≤65 min
    % % % % % % N/mm2 b N/mm2 N/mm2 N/mm2 N/mm2 %  
320 Welded(BW and ERW) 0.16a 0.3 0.7 0.04 0.04 320 460 195 25
360 Seamless(S) 0.17 0.35 0.4 0.8 0.04 0.04 360 500 235 225 215 25 4a
Welded(ERW) 0.17a 0.35 0.4 0.8 0.04 0.04 360 500 235 25
430 Seamless(S) 0.21 0.35 0.4 1.2 0.04 0.04 430 570 275 265 255 22 4a
Welded(ERW) 0.21 0.35 0.4 1.2 0.04 0.04 430 570 275 22
Welded(SAW) 0.25 0.50 1.2 0.04 0.04 430 570 275 265 255 22 4a
NOTE 1:Elements not quoted in this table are not intentionally added other than for the purpose of finishing the heat.
NOTE 2:For permissible deviations on product analysis,see Table 3.
NOTE 3: Re is the yield strength. For acceptance purposes either the upper yield stress ReH or the 0.5% proof stress(total elongation)Rt0.5 is determined(see 13.1).
Rm is the tensile strength.
A is the percentage elongation after fracture on a gauge length of Lo=5.65√So.(So is the original cross-sectional area of the gauge length.)
a is the thickness of the test piece.
a For welded tubes made from rimmed Steel the C max. is 0.19%.
b 1N/mm2 = 1MPa.

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