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    API 5L 46th Edition Specification for Line Pipe Scope

    API 5L 46th Edition Specification for Line Pipe Scope Featured Image
    • API 5L 46th Edition Specification for Line Pipe Scope

    Description:

    Duobus gradibus producti operis (PSL1 et PSL2) fabricandi fistulam ferream inconsutilem iunctae ad usum pipelini in translatione petrolei et gasi naturalis designavit.Ad usum materialium in applicatione Sour servitium pertinent ad Annex H et ad applicationem officii extrahendi pertinent ad Annex J of API5L 45th.


    Product Detail

    Product Tags

    Delivery Condition

    PSL Delivery Condition Pipe gradus
    PSL1 Sicut-volutus, normalized, normalizing formatus

    A
    Sicut-volutus, normalizing convolutus, thermomechanicus convolutus, thermo-mechanicus formatus, normalizans formatus, normalizatus, normalizatus et temperans vel tantum constat Q&T SMLS

    B
    Sicut-volutus, normalizing convolutus, thermomechanicus convolutus, thermo-mechanicus formatus, normalizing formatus, normalizatus, normalizatus et temperans. X42, X46, X52, X56, X60, X65, X70;
    PSL 2 Ut-advolvit

    BR
    Normalising involutus, normalizing formatus, normalized vel normalized et temperatus BN, X42N, X46N, X52N, X56N, X60N
    exstinguitur et temperatur BQ, X42Q, X46Q, X56Q, X60Q, X65Q, X70Q, X80Q, X90Q, X100Q
    Thermomechanical involutus vel formatus thermomechanicus BM, X42M, X46M, X56M, X60M, X65M, X70M, X80M
    Thermomechanical advolvit X90M, X100M, X120M
    Sufficiat (R, N, Q vel M) pro gradibus PSL2, pertinet ad gradus ferri

    Informationes iussis

    Ordo emptionis comprehendet quantitatem, PSL gradum, genus vel Gradum, ad API5L, extra diametrum, parietis crassitudinem, longitudinem, et quaevis annexa applicabilia vel additamenta quae ad compositionem chemicam, proprietates mechanicas, tractationem caloris, accessionem probationis, processum fabricandi; superficies coatings vel finem metam.

    Processus typicus vestibulum

    Genus Pipe

    PSL 1

    PSL 2
    Gradus A Gradus B X42 ad X70 B ad X80 X80 ad X100
    SMLS

    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 - Fistula humilis iuncta frequentia, <70 kHz

    HFW - Maximum frequentia tibia iuncta, >70 kHz

    SAWL - arcus glutino longitudinali iuncta submerge-

    SAWH - Submerge-arcus glutino helicol iuncta

    Satus Material

    Ingotae, flores, tabellae, gyros vel bracteae ad fistulam fabricandam adhibitae erunt ab his processibus, oxygenii fundamentalis, fornacis electricae vel focalis apertae coniunctione cum processu perurente eleganter.Nam PSL2, ferrum interficietur et liquefiet secundum subtilissimum usum frumenti.Coil vel lamina pro fistula PSL2 adhibita nullam welds reparationem continebit.

    Chemical Compositio pro PSL 1 fistula cum t ≤ 0.984″

    Steel Gradus

    Missae fractio, % secundum calorem et productum analyses a,g

    C

    max b *

    Mn

    max b *

    P

    max

    S

    max

    V

    max

    Nb

    max

    Ti

    max

    Inconsutilem 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

    iuncta Pipe

    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. Pro unaquaque reductione 0.01% infra max definitum.retrahitur carbonis, et augetur 0.05% supra max determinatum.licet pro Mn retrahitur, usque ad max.of 1.65% pro gradibus ≥ B, sed ≤ = X52;usque ad max.of 1.75% for grades > X52, but < X70;et usque ad maximum of 2.00% pro X70.
    3. Nisi aliter convenerit NB + V ≤ 0.06%
    4. Nb + V + TI ≤ 0.15%
    5. Nifi aliter convenerit.
    6. Nisi aliter convenerit, NB + V = Ti ≤ 0.15%
    7. Nulla additio deliberata de B permittitur et residua B ≤ 0.001%

    Chemical Compositio pro PSL 2 fistula cum t ≤ 0.984″

    Steel Gradus

    Missae fractio, % secundum calorem et productum analyses

    Carbon Equiv a

    C

    max b *

    Si

    max

    Mn

    max b *

    P

    max

    S

    max

    V

    max

    Nb

    max

    Ti

    max

    Other

    CE IIW

    max

    CE Pcm

    max

    Seamless et iuncta Pipe

    BR

    0.24

    0.40

    1.20

    0.024

    0.014

    c

    c

    0.04

    e, l*

    .043

    0.25

    X42R

    0.24

    0.40

    1.20

    0.024

    0.014

    0.06

    0.05

    0.04

    e, l*

    .043

    0.25

    BN

    0.24

    0.40

    1.20

    0.024

    0.014

    c

    c

    0.04

    e, l*

    .043

    0.25

    X42N

    0.24

    0.40

    1.20

    0.024

    0.014

    0.06

    0.05

    0.04

    e, l*

    .043

    0.25

    X46N

    0.24

    0.40

    1.40

    0.024

    0.014

    0.07

    0.05

    0.04

    d, e, l*

    .043

    0.25

    X52N

    0.24

    0.45

    1.40

    0.024

    0.014

    0.10

    0.05

    0.04

    d, e, l*

    .043

    0.25

    X56N

    0.24

    0.45

    1.40

    0.024

    0.014

    0.10f

    0.05

    0.04

    d, e, l*

    .043

    0.25

    X60N

    0.24f

    0.45f

    1.40f

    0.024

    0.014

    0.10f

    0.05f

    0.04f

    g, h, l*

    Ut dictum est

    BQ

    0.18

    0.45

    1.40

    0.024

    0.014

    0.05

    0.05

    0.04

    e, l*

    .043

    0.25

    X42Q

    0.18

    0.45

    1.40

    0.024

    0.014

    0.05

    0.05

    0.04

    e, l*

    .043

    0.25

    X46Q

    0.18

    0.45

    1.40

    0.024

    0.014

    0.05

    0.05

    0.04

    e, l*

    .043

    0.25

    X52Q

    0.18

    0.45

    1.50

    0.024

    0.014

    0.05

    0.05

    0.04

    e, l*

    .043

    0.25

    X56Q

    0.18

    0.45f

    1.50

    0.024

    0.014

    0.07

    0.05

    0.04

    e, l*

    .043

    0.25

    X60Q

    0.18f

    0.45f

    1.70f

    0.024

    0.014

    g

    g

    g

    h, l*

    .043

    0.25

    X65Q

    0.18f

    0.45f

    1.70f

    0.024

    0.014

    g

    g

    g

    h, l*

    .043

    0.25

    X70Q

    0.18f

    0.45f

    1.80f

    0.024

    0.014

    g

    g

    g

    h, l*

    .043

    0.25

    X80Q

    0.18f

    0.45f

    1.90f

    0.024

    0.014

    g

    g

    g

    i, j

    Ut dictum est

    X90Q

    0.16f

    0.45f

    1.90

    0.018

    0.013

    g

    g

    g

    j, k

    Ut dictum est

    X100Q

    0.16f

    0.45f

    1.90

    0.018

    0.013

    g

    g

    g

    j, k

    Ut dictum est

    iuncta Pipe

    BM

    0.22

    0.45

    1.20

    0.024

    0.014

    0.05

    0.05

    0.04

    e, l*

    .043

    0.25

    X42M

    0.22

    0.45

    1.30

    0.024

    0.014

    0.05

    0.05

    0.04

    e, l*

    .043

    0.25

    X46M

    0.22

    0.45

    1.30

    0.024

    0.014

    0.05

    0.05

    0.04

    e, l*

    .043

    0.25

    X52M

    0.22

    0.45

    1.40

    0.024

    0.014

    d

    d

    d

    e, l*

    .043

    0.25

    X56M

    0.22

    0.45f

    1.40

    0.024

    0.014

    d

    d

    d

    e, l*

    .043

    0.25

    X60M

    0.12f

    0.45f

    1.60f

    0.024

    0.014

    g

    g

    g

    h, l*

    .043

    0.25

    X65M

    0.12f

    0.45f

    1.60f

    0.024

    0.014

    g

    g

    g

    h, l*

    .043

    0.25

    X70M

    0.12f

    0.45f

    1.70f

    0.024

    0.014

    g

    g

    g

    h, l*

    .043

    0.25

    X80M

    0.12f

    0.45f

    1.85f

    0.024

    0.014

    g

    g

    g

    i, j

    .043f

    0.25

    X90M

    0.10

    0.55f

    2.10f

    0.018

    0.013

    g

    g

    g

    i, j

    -

    0.25

    X100M

    0.10

    0.55f

    2.10f

    0.018

    0.013

    g

    g

    g

    i, j

    -

    0.25
    1. SMLS t>0.787”, CE limites ex pacto erunt.Termini applicati CEIIW fi C > 0.12% et fines CEPcm applicare si C ≤ 0.12%
    2. Pro unaquaque reductione 0.01% infra max definitum.retrahitur carbonis, et augetur 0.05% supra max determinatum.licet pro Mn retrahitur, usque ad max.of 1.65% pro gradibus ≥ B, sed ≤ = X52;usque ad max.of 1.75% for grades > X52, but < X70;et usque ad maximum of 2.00% pro X70.
    3. Nisi aliter convenerit Nb = V ≤ 0.06%
    4. Nb = V = Ti ≤ 0.15%
    5. Nisi aliter convenerit, Cu ≤ 0.50%;Ni ≤ 0.30% Cr ≤ 0.30% et Mo ≤ 0.15%
    6. Nisi aliter convenerit
    7. Nisi aliter convenerit, Nb + V + Ti ≤ 0.15%
    8. Nisi aliter convenerit, Cu ≤ 0.50% Ni ≤ 0.50% Cr ≤ 0.50% et MO ≤ 0.50%
    9. Nisi aliter convenerit, Cu ≤ 0.50% Ni ≤ 1.00% Cr ≤ 0.50% et MO ≤ 0.50%
    10. B ≤ 0.004%
    11. Nisi aliter convenerit, Cu ≤ 0.50% Ni ≤ 1.00% Cr ≤ 0.55% et MO ≤ 0.80%
    12. Omnes enim PSL 2 organi gradus, exceptis illis gradibus, cum nota j notatis, haec valent.Nisi aliter constat nulla adiectio voluntaria B permittitur et residua B ≤ 0.001%.

    Distrahentes et cede - PSL1 et PSL2

    Pipe Grade

    Distrahentes Properties - Pipe Corpus SMLS et iuncta Pipes PSL 1

    Pipe iuncta commissura

    Cede fortitudo a

    Rt0,5PSI Min

    Robora distrahentes a *

    Rm PSI Min

    Prolongatio

    (in 2in Af% min)

    * b * fortitudo distrahentes

    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.Pro gradu intermedio, differentia inter vires distrahentes minimam determinatam et minimum determinatum cede pro organo corporis, erit pro gradu proximo superiori dato.

    b.Gradibus intermediis, robur distrahens minimum determinatum ad commissurae firmae eadem erit ac determinata corpori utens nota a.

    c.Certa elongatio minima, Af, expressa in cento et rotundato ad proximam centesimam, determinabitur utens sequente aequatione;

    Ubi C est 1 940 pro calculo utendo unitates Si et 625 000 ad calculum utendi USC unitates

    Axc*est applicabilis distrahentes test fragmen crucis-sectionalis area, expressa in quadratis mm (uncis quadratis), ut sequitur

    - Pro sectione testium circularium crurum, 130mm2 (0.20 in2) pro 12.7 mm (0.500 in) et 8.9 mm (.350 in) diametri test fragmentis;et 65 mm2(0.10 in2) pro 6.4 mm (0.250in) diametri test fragmentis.

    - Pro plena sectione experimentorum fragmenta, minora) 485 mm2(0.75 in2) et b) crucis-sectionalis area e testi fragmento, adhibito extra diametro determinato ac parieti specifico crassitudine tibiae, ad proximam 10 mm rotundatam.2(0.10in2)

    - Nam exuere test frusta, minora) 485 mm2(0.75 in2) et b) crux-sectionalis area e testi fragmento, adhibita ex certa latitudinis testi fragmento ac muri determinato crassitudine tibiae, ad proximam 10 mm rotundatam.2(0.10in2)

    U est robur distrahens minimum determinatum, megapascalum expressum (libras per quadratum inch)

    Pipe Grade

    Distrahentes Properties - Pipe Corpus SMLS et iuncta Pipes PSL 2

    Pipe iuncta commissura

    Cede fortitudo a

    Rt0,5PSI Min

    Robora distrahentes a *

    Rm PSI Min

    Ratio a, c

    R10,5IRm

    Prolongatio

    (in 2in)

    Af%

    D * fortitudo distrahentes

    Rm(psi)

    Minimum

    Maximum

    Minimum

    Maximum

    Maximum

    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

    80,.500

    102,300

    90,600

    119,700

    0.93

    f

    90,600
    a.Gradus medius, refer ad plenam API5L speciem.

    b.pro gradibus > X90 refer ad plenam API5L specificationem.

    c.Hic modus de pies cum D> 12.750 in

    d.Pro gradibus intermediis, determinata vis tensilis minima pro commissurae firmae, tantundem erit quanti corporis organi utens pede determinato.

    e.ad fistulam longitudinalem probationem requirentem, maximum robur fructificum erit ≤ 71,800 psi

    f.Certa elongatio minima, Af, expressa in cento et rotundato ad proximam centesimam, determinabitur utens sequente aequatione;

    Ubi C est 1 940 pro calculo utendo unitates Si et 625 000 ad calculum utendi USC unitates

    Axc*est applicabilis distrahentes test fragmen crucis-sectionalis area, expressa in quadratis mm (uncis quadratis), ut sequitur

    - Pro sectione testium circularium crurum, 130mm2 (0.20 in2) pro 12.7 mm (0.500 in) et 8.9 mm (.350 in) diametri test fragmentis;et 65 mm2(0.10 in2) pro 6.4 mm (0.250in) diametri test fragmentis.

    - Pro plena sectione experimentorum fragmenta, minora) 485 mm2(0.75 in2) et b) crucis-sectionalis area e testi fragmento, adhibito extra diametro determinato ac parieti specifico crassitudine tibiae, ad proximam 10 mm rotundatam.2(0.10in2)

    - Nam exuere test frusta, minora) 485 mm2(0.75 in2) et b) crux-sectionalis area e testi fragmento, adhibita ex certa latitudinis testi fragmento ac muri determinato crassitudine tibiae, ad proximam 10 mm rotundatam.2(0.10in2)

    U est robur distrahens minimum determinatum, megapascalum expressum (libras per quadratum inch

    g.Valores inferiores fo R *10,5IRm potest certa per consensum

    h.pro gradibus > x90 refer ad plenam API5L specificationem.

    Hydrostatic Test

    Fistula hydrostatica experimentum sustinere sine lacus per commissurae vel fistulae corpus conglutinatum.Articulationes hydrostaticae probatae non opus praebent sectiones fistulae adhibitae feliciter probatae sunt.

    flectere Test

    Nulla rimas occurret in aliqua portione tentationis, et non apertus in luto occurret.

    Test adulatione

    Acceptatio criteria ad adulatione test erit
    a)EW tibiae D<12.750 in
    -≥ X60 cum T≥0.500in, nullum ostium pugillo erit ante distantiam inter laminas minus quam 66% originalis extra diametrum.Pro omnibus gradibus et paries, L%.
    - Tibia enim cum a D/t > 10, nulla foramen pugillo erit ante spatium inter laminas minus quam 30% originalis extra diametrum.
    b) Aliae magnitudinis referuntur ad plenam API5L speciem

    CVN impulsum tium PSL2

    Multae magnitudinis PSL2 fistulae et gradus CVN requirunt.Inconsutilis fistula probetur in corpore.Fistula iuncta exploranda in Corpore, Pipe Weld et Zona affectata calore (HAZ).Refer ad plenam API5L specificationem pro chartula magnitudinum et graduum ac valorum energiae adhibitorum requiritur.

    Tolerantia extra diametrum, ex rotunditate et parietis crassitudine

    Specificatur extra diametrum D (in)

    Tolerantia diam, pollices d

    Out-of-Roundness TOLERATIO in

    Tibia praeter finem a

    Tibia finem a, b, c

    Tibia praeter finem a

    Fistula Finis a, b, c

    SMLS Pipe

    iuncta Pipe

    SMLS Pipe

    iuncta Pipe

    < 2.375

    -0.031 ad + 0.016

    - 0.031 ad + 0.016

    0.041

    0.093

    ≥2.375 ad 6.625

    +/- 0.0075D

    		 - 0.016 ad + 0.063

    0.011D for

    Per consensum

    0.015D for

    Per consensum

    >6.625 ad 24.000

    +/- 0.0075D

    +/- 0.0075D, sed max of 0.125

    +/- 0.005D, at max of 0.063

    0.011D

    0.014D

    >24 to 56

    +/- 0.01D

    +/- 0.005D sed max of 0.160

    +/- 0.079

    +/- 0.063

    0.015D pro sed max of 0.060

    For

    per consensum

    for*

    0.01D nam sed max of 0.500

    For

    per consensum

    for*
    >56 Ut dictum est
    1. Finis tibia includit longi- tudinem 4 in edendo tibiae extremitates
    2. Ad fistulam SMLS tolerantiam applicandam pro t≤0.984in et tolerantiae fistulae crassioris erit ex composito.
    3. Ad fistulam expansam cum D≥8.625in et tibia non expansa, tolerantia diametri et tolerantia extra rotunditatem determinari potest utens calculata intra diametrum, vel intra diametrum metiendam potius quam OD determinatum.
    4. Ad determina- quium diametri tolerantia, fistula diametri definitur circumferentia organi in quolibet plano circumferentiali dividendo per Pi.

    murum crassitudine

    pollices T

    Tolerantiae a *

    pollices

    SMLS pipe b

    ≤ 0.157

    + 0.024 / - 0.020

    > 0.157 ad < 0.948

    + 0.150t / - 0.125t

    ≥ 0.984

    + 0.146 vel + 0.1t, uter maior

    - 0.120 vel - 0.1t, uter maior

    Fistula iuncta c, d*

    ≤ 0.197

    +/- 0.020
    > 0.197 ad < 0.591

    +/- 0.1t

    ≥ 0.591

    +/- 0.060
    1. Si ordo emptionis minorem significat tolerantiam pro crassitudine parietis minor quam valor applicabilis in hac tabula donatus, plus crassitudinis parietis tolerantia augebitur quantum satis est ad tolerantiam applicabilem servandum.
    2. Pro fistula cum D≥ 14.000 in et t≥0.984in, crassitudo parietis localiter tolerantiae plus quam tolerantiam parietis crassitudinem superet, addita 0.05t, dummodo plus moles tolerantia non excedat.
    3. Plus parietis tolerantia spissatur in area pugillo non attenditur
    4. Vide plenam API5L amet ad plenam details
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