API 5L Grade B Pipe

Short description:

Nomen: API 5L gradu bip

API 5L est maxime popular vexillum pro linea pipe developed ab Amercian PETROLEUM Institutum. In eodem tempore, iso3183 et GB / T (IX) DCCXI sunt internationalis vexillum et Seres vexillum pro linea pipe seorsim. Possumus fabricare linea fistulae iuxta omnia tres memorata signa.

Vestibulum genus: SML, Erw, LSAW, Ssaw / HSAW

Diamets exterius: 1/2 "- LX"

Crassitudo: Sch XX, SCH XL, SCD STD, Sch LXXX ad Sch CLX

Length: V - Meter XII

Product Specification Level: PSL1, PSL2, acidum Services

Desinit planum, foedus

Coatings: FBE, 3PE / 3Lpe, nigrum pictura, varnished

Mitte inscriptio nobis Whatsapp Amy@jindalaisteel.com

Product Detail

Product Tags

Per genus per productionem modum

● seamless
● Welded

Classification per Welding modum

● Erw
● sawl
● Ssaw

Mole scope

Genus	OD	Crassities
INDICTUS	Ø33.4-323.9mm (1-12 in)	4.5-55mm
Erw	Ø21.3-609.6mm (I / 2-24 in)	8-50mm
Sawl	Ø457.2-1422.4mm (16-56 in)	8-50mm
Ssaw	Ø219.1-3500mm (8-137.8 in)	6-25.4mm

Equivalent grades

Vexillum	Gradus
API 5L	A25	Gr a	GRB	X42	X46	X52	X56	60	65	70
GB / T (IX) DCCXI ISO MMMCLXXXIII	L175	L210	L245	L290	L320	L360	L390	L415	L450	L485

Chemical compositionem

Chemical compositionem PSL I pipe cum T ≤ 0.984 "

Ferro gradu	Missam fraction,% fundatur in calor et productum analyzes a, g
	C	Mn	P	S	V	Nb	Ti
	max b	max b	max	max	max	max	max
Seamless pipe
A	0,22	0,9	0,3	0,3	-	-	-
B	0,28	1.2	0,3	0,3	C, D	C, D	d
X42	0,28	1.3	0,3	0,3	d	d	d
X46	0,28	1.4	0,3	0,3	d	d	d
X52	0,28	1.4	0,3	0,3	d	d	d
X56	0,28	1.4	0,3	0,3	d	d	d
X60	0.28 E	1.40 E	0,3	0,3	f	f	f
X65	0.28 E	1.40 E	0,3	0,3	f	f	f
X70	0.28 E	1.40 E	0,3	0,3	f	f	f
Fabula
A	0,22	0,9	0,3	0,3	-	-	-
B	0,26	1.2	0,3	0,3	C, D	C, D	d
X42	0,26	1.3	0,3	0,3	d	d	d
X46	0,26	1.4	0,3	0,3	d	d	d
X52	0,26	1.4	0,3	0,3	d	d	d
X56	0,26	1.4	0,3	0,3	d	d	d
X60	0.26 E	1.40 E	0,3	0,3	f	f	f
X65	0.26 E	1,45 E	0,3	0,3	f	f	f
X70	0.26E	1.65 E	0,3	0,3	f	f	f

A. CU ≤ = 0.50% ni; ≤ 0.50%; Cr ≤ 0.50%; Et Mo ≤ 0.15%:
b. Nam quisque reductionem 0.01% sub certa maximam concentration ad ipsum, augmentum 0.05% super certa maximam concentration pro MN liceat, usque ad maximum of 1.65% pro Grades ≥ L245 aut B, et ≤ L360 vel X52; ad maximum of 1.75% ad grades> L360 aut X52, sed <l485 et X70; et usque ad maximum of 2.00% ad gradu L485 et X70.,
c. Nisi aliud constat NB + v ≤ 0.06%,
d. NB + V + Ti ≤ 0.15%:
E. Nisi aliud constat.;
f. Nisi aliud constat, NB + v = Ti ≤ 0.15%:
g. Nulla deliberandum est additio B permittitur et RELICTUM B ≤ 0.001%

Chemical compositionem PSL II pipe cum T ≤ 0.984

Ferro gradu	Missam fraction,% fundatur calor et productum analyses										Carbon equivalent
	C	Si	Mn	P	S	V	Nb	Ti	Alius	Ce iiw	Ce PCM
	max b	max	max b	max	max	max	max	max	Alius	max	max
Seamless pipe
BR	0,24	0,4	1.2	0.025	0.015	c	c	0,04	E, l	0.43	0,25
X42r	0,24	0,4	1.2	0.025	0.015	0,06	0,05	0,04	E, l	0.43	0,25
BN	0,24	0,4	1.2	0.025	0.015	c	c	0,04	E, l	0.43	0,25
X42n	0,24	0,4	1.2	0.025	0.015	0,06	0,05	0,04	E, l	0.43	0,25
X46n	0,24	0,4	1.4	0.025	0.015	0,07	0,05	0,04	D, E, l	0.43	0,25
X52n	0,24	0.45	1.4	0.025	0.015	0.1	0,05	0,04	D, E, l	0.43	0,25
X56n	0,24	0.45	1.4	0.025	0.015	0.10F	0,05	0,04	D, E, l	0.43	0,25
X60n	0.24f	0.45f	1.40f	0.025	0.015	0.10F	0.05f	0.04f	g, h, l	Constat
BQ	0.18	0.45	1.4	0.025	0.015	0,05	0,05	0,04	E, l	0.43	0,25
X42q	0.18	0.45	1.4	0.025	0.015	0,05	0,05	0,04	E, l	0.43	0,25
X46q	0.18	0.45	1.4	0.025	0.015	0,05	0,05	0,04	E, l	0.43	0,25
X52q	0.18	0.45	1.5	0.025	0.015	0,05	0,05	0,04	E, l	0.43	0,25
X56q	0.18	0.45f	1.5	0.025	0.015	0,07	0,05	0,04	E, l	0.43	0,25
X60q	0.18F	0.45f	1.70f	0.025	0.015	g	g	g	h, l	0.43	0,25
X65q	0.18F	0.45f	1.70f	0.025	0.015	g	g	g	h, l	0.43	0,25
X70q	0.18F	0.45f	1.80f	0.025	0.015	g	g	g	h, l	0.43	0,25
X80q	0.18F	0.45f	1.90f	0.025	0.015	g	g	g	i, j	Constat
X90q	0.16f	0.45f	1.9	0,02	0.01 0.01	g	g	g	J, K	Constat
X100q	0.16f	0.45f	1.9	0,02	0.01 0.01	g	g	g	J, K	Constat
Fabula
BM	0,22	0.45	1.2	0.025	0.015	0,05	0,05	0,04	E, l	0.43	0,25
X42m	0,22	0.45	1.3	0.025	0.015	0,05	0,05	0,04	E, l	0.43	0,25
X46m	0,22	0.45	1.3	0.025	0.015	0,05	0,05	0,04	E, l	0.43	0,25
X52m	0,22	0.45	1.4	0.025	0.015	d	d	d	E, l	0.43	0,25
X56m	0,22	0.45f	1.4	0.025	0.015	d	d	d	E, l	0.43	0,25
X60m	0.12F	0.45f	1.60f	0.025	0.015	g	g	g	h, l	0.43	0,25
X65m	0.12F	0.45f	1.60f	0.025	0.015	g	g	g	h, l	0.43	0,25
X70m	0.12F	0.45f	1.70f	0.025	0.015	g	g	g	h, l	0.43	0,25
X80m	0.12F	0.45f	1.85f	0.025	0.015	g	g	g	i, j	.043F	0,25
X90m	0.1	0.55f	2.10f	0,02	0.01 0.01	g	g	g	i, j	-	0,25
X100m	0.1	0.55f	2.10f	0,02	0.01 0.01	g	g	g	i, j	-	0,25

A. SMLS T> 0,787 ", CE fines erit ut convenerit. Et Ceiiw fines applicantur fi c> 0.12% et Cepcm fines applicare si c ≤ 0.10%,
b. Nam quisque reductionem 0.01% infra certa maximam ad C, augmentum 0.05% super certa maximam ad MN, licet, usque ad maximum of 1.65% pro grades ≥ l245 aut B, et ≤ L360 aut X52, ad maximum of 1.75% ad grades> L360 aut X52, sed <l485 et X70; ad maximum of 2.00% ad grades ≥ l485 aut X70, sed ≤ l555 aut X80; et usque ad maximum of 2.20% ad grades> l555 aut X80.
c. Nisi aliud constat NB = v ≤ 0.06%,
d. NB = V = TI ≤ 0.15%:
E. Nisi aliud constat, cu ≤ 0.50%; 0.30% 0.30% 0 0.15% 0.15% 0.30 MO ≤:
f. Nisi aliud convenerit,
g. Nisi aliud convenerit, NB + v + Ti ≤ 0.15%:
h. Nisi aliud constat, cu ≤ 0.50% ni ≤ 0.50% cr ≤ 0.50% et mo ≤ 0.50%,
i. Nisi aliud convenerit, cu ≤ 0.50% ni ≤ 1.00% cr ≤ 0.50% et mo ≤ 0.50%:
j. B ≤ 0.004%:
k. Nisi aliud convenerit, cu ≤ 0.50% ni ≤ 1.00% cr ≤ 0.55% et mo ≤ 0.80%:
l. Nam omnes PSL II Pipe grades nisi qui grades cum nota J attendendum, sequenti. Nisi aliud constat non intentionale praeter B est permittitur et RELICTUM B ≤ 0.001%.

Mechanica proprietas API 5L

Requirements ad eventus tensile probat pro PSL I pipe

Pipe gradu	Cedere vires	Tensile vires est	Elongatio	Tensile vires b
Pipe gradu	Rt0,5 PSI min	RM PSI min	(In 2in af% min)	RM PSI min
A	30,500	48.600	c	48.600
B	35,500	60,200	c	60,200
X42	42.100	60,200	c	60,200
X46	46,400	63,100	c	63,100
X52	52.200	66.700	c	66.700
X56	56.600	71,100	c	71,100
X60	60,200	75,400	c	75,400
X65	65,300	77.500	c	77.500
X70	70.300	82.700	c	82.700
A. Nam media gradu differentia inter determinatum minimum tensile viribus et certa minimum cede tiballium corpus erit sicut postero gradu.
b. Nam medium grades, in certa minimum tensile vires ad weld Seam erit idem quod determinari ad corpus per nota est.
c. Et certa minimum elongatio, af, expressit in percent et rotundatis ad proximam percent, erit determinari per hoc aequatione:

Ubi C I CMXL enim calculation usura si unitates et DCXXV 000 pro calculation using USC unitates
AXC est competit tensile test pars crucem-sectional area, expressit in quadratum mm (quadratum pollices), ut sequitur
- Nam circularis crucem-section test pieces, 130mm2 (0,20 in2) ad 12,7 mm (0.500 in) et 8.9 mm (.350 in) diameter test pieces; Et LXV MM2 (0.10 In2) ad 6.4 mm (0.250in) diameter test pieces.
- Full-section Test pieces, quod luminare minus a) CDLXXXV mm2 (0,75 in2) et b) in crucem-sectional area de test pars, quod per speciem extra diameter et certum murum in tibia, rotunda ad proximam X mm2 (0.10IN2)
- Nam exuemus test pieces, minus de a) CDLXXXV mm2 (0,75 In2) et b) in crucem-sectional area de test pars et certa mm2 latitudine, rotundatis et ad proximam X mm2 (0.10in2)
U est certa minimum tensile vires, expressit in megapascals (libras per quadratum inch)

Requirements ad eventus ex tensile probat pro PSL II pipe

Pipe gradu	Cedere vires		Tensile vires est		Ratio A, C	Elongatio	Tensile fortitudinem D
	Rt0,5 PSI min		RM PSI min		R10,5irm	(In 2in)	RM (Psi)
	Minimum	Maximus	Minimum	Maximus	Maximus	Minimum	Minimum
BR, BN, BQ, BM	35,500	65,300	60,200	95,000	0,93	f	60,200
X42, x42r, x2q, x42m	42.100	71,800	60,200	95,000	0,93	f	60,200
X46n, x46q, x46m	46,400	76,100	63,100	95,000	0,93	f	63,100
X52n, x52q, x52m	52.200	76.900	66.700	110,200	0,93	f	66.700
X56n, x56q, x56m	56.600	79,000	71,100	110,200	0,93	f	71,100
X60n, x60q, s60m	60,200	81,900	75,400	110,200	0,93	f	75,400
X65q, x65m	65,300	87,000	77,600	110,200	0,93	f	76.600
X70q, x65m	70.300	92,100	82.700	110,200	0,93	f	82.700
X80q, x80m	LXXX, .500	102,300	90,600	119,700	0,93	f	90,600
A. Nam media gradu, ad plenam api5l specificationem.
b. Nam Grades> X90 ad plenus API5L specificationem.
c. Hoc modus est pies cum d> 12,750 in
d. Nam medium grades, in certa minimum tensile vires ad weld seam erit eadem valore, ut determinari pro tibia corpus per pedem a.
E. Nam pipe requiring longitudinalis temptationis maximum cedere vires erit ≤ 71,800 Psi
f. Et certa minimum elongatio, af, expressit in percent et rotundatis ad proximam percent, erit determinari per hoc aequatione:

Ubi C I CMXL enim calculation usura si unitates et DCXXV 000 pro calculation using USC unitates
AXC est competit tensile test pars crucem-sectional area, expressit in quadratum mm (quadratum pollices), ut sequitur
- Nam circularis crucem-section test pieces, 130mm2 (0,20 in2) ad 12,7 mm (0.500 in) et 8.9 mm (.350 in) diameter test pieces; Et LXV MM2 (0.10 In2) ad 6.4 mm (0.250in) diameter test pieces.
- Full-section Test pieces, quod luminare minus a) CDLXXXV mm2 (0,75 in2) et b) in crucem-sectional area de test pars, quod per speciem extra diameter et certum murum in tibia, rotunda ad proximam X mm2 (0.10IN2)
- Nam exuemus test pieces, minus de a) CDLXXXV mm2 (0,75 In2) et b) in crucem-sectional area de test pars et certa mm2 latitudine, rotundatis et ad proximam X mm2 (0.10in2)
U est certa minimum tensile vires, expressit in megapascals (libras per quadratum inch
g. Inferius values FO R10,5irm sit certa per pactum
h. Nam Grades> X90 ad plenus API5L specificationem.