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    API 5L 46th Edition Specification enim linea Pipe Scope

    API 5L 46th Edition Specification enim linea Pipe Scope Featured Image
    • API 5L 46th Edition Specification enim linea Pipe Scope

    Short description:

    Certificatur ad armigendum duos productum levels (PSL1 et PSL2) de seamless et studium ferro pipe ad usum pipeline in translationem de PETROLEUM et Naturalis Gas. Nam materia usus est in uvam ministerium applicationem ad Annex H et pro Offshore Service Application ad Annex J of API5L 45.


    Product Detail

    Product Tags

    Delivery Condition

    PSL Delivery Condition Pipe gradu
    PSL1 Sicut advolvit, normalized, normalizing formatae

    A
    Sicut, advolvit, Normalizing advolvit, thermomechanical advolvit, thermoMomechanical formatae, thermo-mechanica formatae, normalizing formatae, normalized, normalized et temperari aut si constat Q & T SMLS modo

    B
    Sicut, advolvit, Normalizing advolvit, thermomechanical advolvit, Thermo-mechanica formatae, normalizing formatae, normalized, normalized et temperari X42, X46, X52, X56, X60, X65, X70
    PSL II Advolvit

    BR, x42r
    Normalizing advolvit, normalizing formatae, normalized vel normalized et temperari BN, x42n, x46n, x52n, x56n, x60n
    Extinguetur et temperari BQ, x42q, x46q, x56q, x60q, x65q, x70q, x80q, x90q, x100q
    Thermomechanical advolvit aut thermomanicorum formatae BM, x42m, x46m, x56m, x60m, x65m, x70m, x80m
    Thermomechanical advolvit X90m, x100m, x120m
    Sufficiat (R, N, Q vel M) PSL2 grades, pertinet ad ferrum gradu

    Notitia

    In emptio ordinis includit quantitas, PSL gradu, typus vel gradu, ad api5l, extra diametro, muro crassitudine, longitudo et applicabiles annexis et additional requisitis ad eget, et applicabilis, mechanica, vestibulum, calor curatio, additional temptationis, vestibulum.

    Typical processus vestibulum

    Genus pipe

    PSL I

    PSL II
    Gradu a Gradu b X42 ad X70 B ad X80 X80 ad X100
    Sms

    ü

    ü

    ü

    ü

    ü
    Lfw

    ü

    ü

    ü
    HFW

    ü

    ü

    ü

    ü
    LW

    ü
    Sawl

    ü

    ü

    ü

    ü

    ü
    Sawh

    ü

    ü

    ü

    ü

    ü
    SMLS - seamless, sine weld

    Lfw - humilis frequency welded pipe, <LXX khz

    HFW - High Frequency Welded Pipe,> LXX KHZ

    Sawl - submerge, Arcus Welding longitudinale welded

    Sawh - submerge, arcus Welding Helical Silded

    Satus Material

    Ingots, floret, Billets, vel laminas usus est ad armamentis fistulae et factum est in sequentibus processibus, basic oxygeni, electrica fornacem aut apertum in tandem coniunctim afficienti cum a iuncturam et ignominia processu. Nam PSL2, et ferro et occisus est et liquefactum secundum a fine frumenti usu. Coil aut laminam propter PSL2 pipe non habet aliquam reficere welds.

    Chemical compositionem PSL I pipe cum T ≤ 0.984 "

    Ferro gradu

    Missam fraction,% fundatur in calor et productum analyzes a, g

    C

    max b

    Mn

    max b

    P

    max

    S

    max

    V

    max

    Nb

    max

    Ti

    max

    Seamless pipe

    A

    0,22

    0,90

    0,30

    0,30

    -

    -

    -

    B

    0,28

    1.20

    0,30

    0,30

    C, D

    C, D

    d

    X42

    0,28

    1.30

    0,30

    0,30

    d

    d

    d

    X46

    0,28

    1.40

    0,30

    0,30

    d

    d

    d

    X52

    0,28

    1.40

    0,30

    0,30

    d

    d

    d

    X56

    0,28

    1.40

    0,30

    0,30

    d

    d

    d

    X60

    0.28 E

    1.40 E

    0,30

    0,30

    f

    f

    f

    X65

    0.28 E

    1.40 E

    0,30

    0,30

    f

    f

    f

    X70

    0.28 E

    1.40 E

    0,30

    0,30

    f

    f

    f

    Fabula

    A

    0,22

    0,90

    0,30

    0,30

    -

    -

    -

    B

    0,26

    1.2

    0,30

    0,30

    C, D

    C, D

    d

    X42

    0,26

    1.3

    0,30

    0,30

    d

    d

    d

    X46

    0,26

    1.4

    0,30

    0,30

    d

    d

    d

    X52

    0,26

    1.4

    0,30

    0,30

    d

    d

    d

    X56

    0,26

    1.4

    0,30

    0,30

    d

    d

    d

    X60

    0.26 E

    1.40 E

    0,30

    0,30

    f

    f

    f

    X65

    0.26 E

    1,45 E

    0,30

    0,30

    f

    f

    f

    X70

    0.26E

    1.65 E

    0,30

    0,30

    f

    f

    f
    1. CU ≤ = 0.50% ni; ≤ 0.50%; Cr ≤ 0.50%; Et Mo ≤ 0.15%
    2. Nam quisque reductionem 0.01% sub certum max. concentration carbonis et augmentum 0.05% super certum max. Concentration pro MN licet, usque ad max. de 1.65% ad grades ≥ B, sed ≤ = x52; ad max. de 1,75% ad grades> X52, sed <X70; et usque ad maximum of 2.00% ad X70.
    3. Nisi aliud constat NB + V ≤ 0.06%
    4. NB + v + Ti ≤ 0.15%
    5. Nisi aliud convenerit.
    6. Nisi aliud convenerit, NB + v = Ti ≤ 0.15%
    7. 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 equiv est

    C

    max b

    Si

    max

    Mn

    max b

    P

    max

    S

    max

    V

    max

    Nb

    max

    Ti

    max

    Alius

    Ce iiw

    max

    Ce PCM

    max

    Seamless et studium pipe

    BR

    0,24

    0,40

    1.20

    0.025

    0.015

    c

    c

    0.04

    E, l

    .043

    0,25

    X42r

    0,24

    0,40

    1.20

    0.025

    0.015

    0,06

    0,05

    0.04

    E, l

    .043

    0,25

    BN

    0,24

    0,40

    1.20

    0.025

    0.015

    c

    c

    0.04

    E, l

    .043

    0,25

    X42n

    0,24

    0,40

    1.20

    0.025

    0.015

    0,06

    0,05

    0.04

    E, l

    .043

    0,25

    X46n

    0,24

    0,40

    1.40

    0.025

    0.015

    0,07

    0,05

    0.04

    D, E, l

    .043

    0,25

    X52n

    0,24

    0.45

    1.40

    0.025

    0.015

    0,10

    0,05

    0.04

    D, E, l

    .043

    0,25

    X56n

    0,24

    0.45

    1.40

    0.025

    0.015

    0.10F

    0,05

    0.04

    D, E, l

    .043

    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

    1.40

    0.025

    0.015

    0,05

    0,05

    0.04

    E, l

    .043

    0,25

    X42q

    0.18

    0.45

    1.40

    0.025

    0.015

    0,05

    0,05

    0.04

    E, l

    .043

    0,25

    X46q

    0.18

    0.45

    1.40

    0.025

    0.015

    0,05

    0,05

    0.04

    E, l

    .043

    0,25

    X52q

    0.18

    0.45

    1.50

    0.025

    0.015

    0,05

    0,05

    0.04

    E, l

    .043

    0,25

    X56q

    0.18

    0.45f

    1.50

    0.025

    0.015

    0,07

    0,05

    0.04

    E, l

    .043

    0,25

    X60q

    0.18F

    0.45f

    1.70f

    0.025

    0.015

    g

    g

    g

    h, l

    .043

    0,25

    X65q

    0.18F

    0.45f

    1.70f

    0.025

    0.015

    g

    g

    g

    h, l

    .043

    0,25

    X70q

    0.18F

    0.45f

    1.80f

    0.025

    0.015

    g

    g

    g

    h, l

    .043

    0,25

    X80q

    0.18F

    0.45f

    1.90f

    0.025

    0.015

    g

    g

    g

    i, j

    Constat

    X90q

    0.16f

    0.45f

    1.90

    0.020

    0.010

    g

    g

    g

    J, K

    Constat

    X100q

    0.16f

    0.45f

    1.90

    0.020

    0.010

    g

    g

    g

    J, K

    Constat

    Fabula

    BM

    0,22

    0.45

    1.20

    0.025

    0.015

    0,05

    0,05

    0.04

    E, l

    .043

    0,25

    X42m

    0,22

    0.45

    1.30

    0.025

    0.015

    0,05

    0,05

    0.04

    E, l

    .043

    0,25

    X46m

    0,22

    0.45

    1.30

    0.025

    0.015

    0,05

    0,05

    0.04

    E, l

    .043

    0,25

    X52m

    0,22

    0.45

    1.40

    0.025

    0.015

    d

    d

    d

    E, l

    .043

    0,25

    X56m

    0,22

    0.45f

    1.40

    0.025

    0.015

    d

    d

    d

    E, l

    .043

    0,25

    X60m

    0.12F

    0.45f

    1.60f

    0.025

    0.015

    g

    g

    g

    h, l

    .043

    0,25

    X65m

    0.12F

    0.45f

    1.60f

    0.025

    0.015

    g

    g

    g

    h, l

    .043

    0,25

    X70m

    0.12F

    0.45f

    1.70f

    0.025

    0.015

    g

    g

    g

    h, l

    .043

    0,25

    X80m

    0.12F

    0.45f

    1.85f

    0.025

    0.015

    g

    g

    g

    i, j

    .043F

    0,25

    X90m

    0,10

    0.55f

    2.10f

    0.020

    0.010

    g

    g

    g

    i, j

    -

    0,25

    X100m

    0,10

    0.55f

    2.10f

    0.020

    0.010

    g

    g

    g

    i, j

    -

    0,25
    1. SMLS T> 0.787 ", CE fines erit quod convenerit. Et Ceiiw fines applicari Fi c> 0.12% et Cepcm fines applicare Si C ≤ 0.12%
    2. Nam quisque reductionem 0.01% sub certum max. concentration carbonis et augmentum 0.05% super certum max. Concentration pro MN licet, usque ad max. de 1.65% ad grades ≥ B, sed ≤ = x52; ad max. de 1,75% ad grades> X52, sed <X70; et usque ad maximum of 2.00% ad X70.
    3. Nisi aliud constat NB = V 0.06%
    4. NB = V = TI ≤ 0.15%
    5. Nisi aliud constat, cu ≤ 0.50%; Ni ≤ 0.30% CR ≤ 0.30% et mo ≤ 0.15%
    6. Nisi aliud convenerit
    7. Nisi aliud convenerit, nb + v + ti ≤ 0.15%
    8. Nisi aliud constat, cu ≤ 0.50% 0.50% 0.50% 0.50 et MO ≤ 0.50% et mo ≤
    9. Nisi aliud convenerit, cu ≤ 0.50% ni ≤ 1.00% cr ≤ 0.50% et mo ≤ 0.50%
    10. B ≤ 0.004%
    11. Nisi aliud constat, cu ≤ 0.50% ni ≤ 1.00% CR ≤ 0.55% et mo ≤ 0.80%
    12. 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%.

    Timnius et cede - PSL1 et PSL2

    Pipe gradu

    Tensile proprietatibus - Pipe Corpus SMLS et Welded Pipes Ps I

    Seam de fistula

    Cedere vires

    RT0,5PSI min

    Tensile vires est

    RM PSI min

    Elongatio

    (In 2in af% min)

    Tensile vires b

    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

    AXCest competit Tensile Test Piece Cross-Sectional Area, expressa in Quadratum Millimeters (quadratum pollices), ut sequitur

    - Nam circularis crucem-sectionem test pieces, 130mm2 (0.20 in2) Nam 12,7 mm (0.500 in) et 8.9 mm (.350 in) diameter test pieces; et LXV mm2(0.10 in2) Nam 6,4 mm (0.250in) diameter test pieces.

    - Nam plena-section test pieces, in luminare de a) CDLXXXV mm2(0,75 in2) Et B) in crucem-sectional area de test pars, derived per certa extra diameter et certum murum crassitudine pipe, rotundatis ad proximam X mm2(0.10in2)

    - nam exuentu test pieces, minorem a) CDLXXXV mm2(0,75 in2) Et B) in crucem-sectional area de test pars, derived per certa width de test pars et certum murum crassitudine pipe, rotundatis ad proximam X mm2(0.10in2)

    U est certa minimum tensile vires, expressit in megapascals (libras per quadratum inch)

    Pipe gradu

    Tensile proprietatibus - Pipe Corpus SMLS et Swelded Pipes PSL II

    Seam de fistula

    Cedere vires

    RT0,5PSI min

    Tensile vires est

    RM PSI min

    Ratio A, C

    R10,5IRm

    Elongatio

    (In 2in)

    Af%

    Tensile fortitudinem D

    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

    AXCest competit Tensile Test Piece Cross-Sectional Area, expressa in Quadratum Millimeters (quadratum pollices), ut sequitur

    - Nam circularis crucem-sectionem test pieces, 130mm2 (0.20 in2) Nam 12,7 mm (0.500 in) et 8.9 mm (.350 in) diameter test pieces; et LXV mm2(0.10 in2) Nam 6,4 mm (0.250in) diameter test pieces.

    - Nam plena-section test pieces, in luminare de a) CDLXXXV mm2(0,75 in2) Et B) in crucem-sectional area de test pars, derived per certa extra diameter et certum murum crassitudine pipe, rotundatis ad proximam X mm2(0.10in2)

    - nam exuentu test pieces, minorem a) CDLXXXV mm2(0,75 in2) Et B) in crucem-sectional area de test pars, derived per certa width de test pars et certum murum crassitudine pipe, rotundatis ad proximam X mm2(0.10in2)

    U est certa minimum tensile vires, expressit in megapascals (libras per quadratum inch

    g. Inferioribus values ​​F R10,5IRm ut certa consensio

    h. Nam Grades> X90 ad plenus API5L specificationem.

    Test hydrostatic

    Pipe sustinere hydrostatic test sine leakage per weld rima vel tibia corporis. Iacilibus postulo non esse hydrostatic probata providere pipe sectiones usus est feliciter probata.

    Test Test

    Nemo rimas fieri in aliquo pars in test pars et non aperire de Weld erit.

    Test Flattening

    Acceptatio criteria ad adulatione test erit
    a) ew tibia d <12,750 in
    -≥ X60 cum T≥0.500in, ibi erit nullum ostium de weld ante spatium inter laminas est minus quam LXVI% de originali extra diameter. Omnes gradus et murum, L%.
    Quia pipe cum a d / T> X, ibi erit nullum ostium de weld ante spatium inter laminas est minus quam XXX% de originali extra diameter.
    b) pro aliis magnitudinum referre ad plenus API5L specificationem

    CVN impulsum test pro PSL2

    Multi PSL2 pipe magnitudinum et grades eget cnn. Seamless pipe est temptavit in corpore. Suggesta pipe est temptavit in corpore, pipe weld et calor affectus zone (HAD). Quaere ad plenam api5l specificationem pro chart magnitudinum et grades et requiritur absorbetur industria values.

    Tolerances extra diametrum, ex rotunditate murum crassitudine

    Certa extra diameter D (in)

    Diametrum tolerantia, digitis d

    Ex-of-rotunditatem tolerantia in

    Pipe nisi finis

    Pipe finem a, b, c

    Pipe nisi finis

    Pipe finem a, b, c

    SML Pipe

    Fabula

    SML Pipe

    Fabula

    <2.375

    -0.031 ad + 0,016

    - 0.016 0.031 ad +

    0.048

    0.036

    ≥2.375 ad 6,625

    + 0.0075d

    		 - 0.016 ad + 0.063

    0,020d

    Per consensum

    Quia 0.015D

    Per consensum

    > 6,625 ad 24,000

    + 0.0075d

    +/- 0.0075D sed max of 0.125

    +/- 0.005D, sed max of 0.063

    0.020d

    0.015D

    > XXIV ad LVI

    +/- 0.01d

    +/- 0,005d sed max de 0.160

    +/- 0.079

    +/- 0.063

    0,015D sed Max autem 0.060

    Enim

    Consensio

    enim

    0,01d et max of 0.500

    Enim

    Consensio

    enim
    > LVI Constat
    1. In tibiarum finem includit longitudinem IV in comedit uterque pipe extremitates
    2. Nam Pipe Tolerantia applicare ad T≤0.984in et tolerances ad densior fistula erit quod convenerit
    3. Nam expanded pipe cum d≥8.625in et non-expanded pipe, diametrum tolerantia et ex-of-rotunditatem tolerantia determinari potest usus in ratione intra diameter vel metiri intra diameter quam certum est.
    4. Nam determinandum obsequio diametri tolerantia, tibia diameter definitur ut circumferentia tibia in aliquo plano circumferentialis dividat Pi.

    Muro crassitudine

    T pollices

    A tolerances est

    pollices

    Smls pipe b

    ≤ 0.157

    + 0.024 / - 0.020

    > 0.157 ad <0.948

    + 0.150T / - 0.125T

    ≥ 0.984

    + 0,146 aut + 0.1t, quicquid est maior

    - 0.120 aut - 0.1t, quod est maior

    C, d Fistula

    ≤ 0.197

    +/- 0.020
    > 0.197 ad <0.591

    +/- 0.1t

    ≥ 0.591

    +/- 0.060
    1. Si emptio ordinem dat speciem minus tolerantia in muro crassitudine minor quam applicabiles valorem in hac mensa plus tolerantia murum crassitudine augetur moles sufficienti ponere locum tolerantia.
    2. Pipe cum D≥ 14.000 in et T≥0.984in, murum crassitudine tolerantia localiter excedat plus tolerantia pro muro crassitudine per additional 0.05t provisum est plus tolerantia Missam non exceditur.
    3. Plus tolerantia murus Thickens non applicare ad Weld Area
    4. Vide plenus API5L f plenus details
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