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Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe

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  • Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe
  • Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe
  • Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe

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Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe Detail:

Overview

Application

Seamless steel pipe for high temperature operation ASTM A106, suitable for high temperature

Main Grade

Grade of high-quality carbon structural steel: GR.A,GR.B,GR.C

Chemical Component

 

Composition, ％
Grade A Grade B Grade C
Carbon, max 0.25A 0.3B 0.35B
Manganese 0.27-0.93 0.29-1.06 0.29-1.06
Phosphorus, max 0.035 0.035 0.035
Sulfur, max 0.035 0.035 0.035
Silicon, min 0.10 0.10 0.10
Chrome, maxC 0.40 0.40 0.40
Copper, maxC 0.40 0.40 0.40
Molybdenum, maxC 0.15 0.15 0.15
Nickel, maxC 0.40 0.40 0.40
Vanadium, maxC 0.08 0.08 0.08
A For each reduction of 0.01% below the specified carbon maximum, an increase of 0.06% manganese above the specified maximum will be permitted up to a maximum of 1.35%.
B Unless otherwise specified by the purchaser, for each reduction of 0.01% below the specified carbon maximum, an increase of 0.06% manganese above the specified maximum will be permitted up to a maximum of 1.65%.
C These five elements combined shall not exceed 1%.

Mechanical Property

Grade A Grade B Grade C
Tensile strength, min, psi(MPa) 48 000(330) 60 000(415) 70 000(485)
Yield strength, min, psi(MPa) 30 000(205) 35 000(240) 40 000(275)
Longitudinal Transverse Longitudinal Transverse Longitudinal Transverse
Elongation in 2 in. (50 mm), min, %
Basic minimum elongation transverse strip tests, and for all small sizes tested in full section		 35 25 30 16.5 30 16.5
When standard round 2-in. (50-mm) gauge length test specimen is used 28 20 22 12 20 12
For longitudinal strip tests A A A
For transverse strip tests, a deduction for each 1/32-in. (0.8-mm) decrease in wall thickness below 5/16 in. (7.9 mm) from the basic minimum elongation of the following percentage shall be made 1.25 1.00 1.00
A The minimum elongation in 2 in. (50 mm) shall be determined by the following equation:
e=625000A 0.2 / U 0.9
for inch-pound units, and
e=1940A 0.2 / U 0.9
for SI units,
where:
e = minimum elongation in 2 in. (50 mm), %, rounded to the nearest 0.5%,
A = cross-sectional area of the tension test specimen, in.2 (mm2), based upon specified outside diameter or nominal specified outside diameter or nominal specimen width and specified wall thickness, rounded to the nearest 0.01 in.2 (1 mm2). (If the area thus calculated is equal to or greater than 0.75 in.2 (500 mm2), then the value 0.75 in.2 (500 mm2) shall be used.), and
U = specified tensile strength, psi (MPa).

Test Requirement

In addition to ensuring chemical composition and mechanical properties, hydrostatic tests are performed one by one, and flaring and flattening tests are performed. . In addition, there are certain requirements for the microstructure, grain size, and decarburization layer of the finished steel pipe.

Supply Ability

Supply Ability: 1000 Tons Per Month Per Grade of ASTM SA-106 Steel Pipe

Packaging

In Bundles And In Strong Wooden Box

Delivery

7-14 days if in stock, 30-45 days to produce

Payment

30% depsoit, 70% L/C or B/L copy   or  100% L/C at sight

Product Detail

Boiler Tube


1


GB/T5310-2017


A106 Boiler Pipe


ASME SA-106/SA-106M-2015


carbon steel pipe


ASTMA210(A210M)-2012

eamless steel tubes for normal structure


ASME SA-213/SA-213M


boiler pipe IBR


ASTM A335/A335M-2018

Product detail pictures:

Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe detail pictures

Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe detail pictures

Seamless Galvanized Steel Pipe - ASME SA-106/SA-106M-2015 Carbon steel pipe – Sanonpipe detail pictures

Related Product Guide:
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    5 Stars By Amber from British - 2018.06.18 17:25
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