Pipe

Description:


  • Keywords: fistulae genus):chalybeis fistula, seamless Steel Pipe, Seamless Steel Pipe, Steel Piping, Rectangular Pipe
  • Magnitudo:OD: 10mm*20mm ~ 400mm*600mm;WT: 0.5mm ~ 20mm;TANDEM: 0.1mtr~ 18mtr
  • Standard & Grade :ASTM A500, ASTM A53, EN 10210, EN 10219, JIS G 3466, BS 1387, BS 6323
  • finit;Quadratus Cut, Burr remota, Rectangularis Pipe
  • Partus:Intra XXX dies ac dependet in ordinem vestrum quantitas
  • Mercedem:TT, LC , OA , D/P
  • Stipare:Sarcina solve, fasciculata in fasciculis (3Ton Max), tibiae fasciculatae cum duobus fundis ad utrumque finem facili oneratione et exoneratione, Fine cum pileis plasticis vel per exigentiam
  • consuetudinem:In Constructione Industrial, Machinery/Rack/continens Vestibulum
  • Descriptio

    Specification

    Standard

    Painting & Coating

    Stipare & Loading

    Product nomen Pipe
    Latitudo (mm) 10mm*20mm~ 400mm*600mm
    Wall Crassitudo (mm) 0.5mm ~ 20mm
    Longitudo (mm) 0.1mtr ~ 18mtr
    Standard ASTM A500, ASTM A53, EN 10210, EN 10219, JIS G 3466, BS 1387, BS 6323
    Materia 20#,
    A53B, A106B, API 5L .
    ST37.0,ST35.8,St37.2,St35.4/8,St42,St45,St52,St52.4
    STP G38, STP G42, STP42, STB42, STS42, STP49, STS49
    Superficies Pictura nigra, fucus illitus, oleum anti rubigine, galvanized calidum, frigidum galvanized, 3PE
    Testimonia API5L ISO 9001:2008 TUV SGS BV etc
    Packaging Sarcina solve, fasciculata in fasciculis (3Ton Max), tibiae fasciculatae cum duobus fundis ad utrumque finem facili oneratione et exoneratione, Fine cum pileis plasticis vel per exigentiam
    Applicationem 1. Liquor pipe
    2. Potentia Planta
    3. Structura pipe
    4. Maximum et humilis pressura boiler tube
    5. Seamless pipe/tube for PETROLEUM crepuit
    6. fistulae aquaeductus
    7. Fistula pharmaceutica et navis pegmata, aedificatio etc.

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  • Pipe rectangula magnitudinum

    Magnitudo (mm)

    Wall Crassitudo (mm)

    Magnitudo (mm)

    Wall Crassitudo (mm)

    20*20

    1.2

    70*70

    60*80

    100*40

    1.8

    1.3

    2

    1.4-1.5

    2.2

    1.7

    2.3

    1.8

    2.5-4.0

    2

    4.5-5.0

    2.2

    5.5-5.75

    2.3

    75*75

    60*90

    100*50

    1.8

    2.5-2.75

    2

    25*25

    20*30

    1.2

    2.2

    1.3

    2.3

    1.5

    2.5-4.0

    1.7

    4.5-5.0

    1.8

    5.5-5.75

    2

    80*80

    100*60

    100*80

    120*60

    2

    2.3-2.3

    2.2

    2.5-3.0

    2.3

    30*30

    30*40

    25*40

    20*40

    1

    2.5-4.0

    1.2

    4.5-5.0

    1.3

    5.5-5.75

    1.5

    7.5-7.75

    1.7

    100*100

    120*80

    2

    1.8

    2.2

    2

    2.3

    2.2

    2.5-5.0

    2.3

    5.5-5.75

    2.5*2.75

    7.5-7.75

    3

    120*120

    140*80

    150*100

    160*80

    2.5

    40*40

    30*50

    25*50

    1.2

    2.75

    1.3

    3

    1.4-1.5

    3.25-5.0

    1.7

    5.5-7.0

    1.8

    7.5-7.75

    2

    140*140

    150*150

    200*100

    3.5-4.0

    2.2-2.3

    4.5-5.0

    2.5-4.0

    5.25-7.0

    50*50

    60*40

    30*60

    40*50

    1.5

    7.5-7.75

    1.7

    160*160

    180* 180

    3

    1.8

    3.5

    2

    3.75

    2.2

    4.0-5.0

    2.3

    5.25-5.75

    2.5*-4.0

    7.5-7.75

    4.25-5.0

    60*60

    40*80

    75*75

    50*70

    50*80

    2.3

    60*60

    40*80

    75*45

    50*70

    50*80

    1.5

    2.5-4.0

    1.7

    4.25-5.0

    1.8

    5.5-5.75

    2

    /

    2.2-2.3

    /

    Standard Corner Radius (Structural Sizes:)
    Maximilianus.3 x Nominal Wall Crassitudo

    Mechanica Amplitudo

    Magnitudines structurales

    Maximae Nominal Extra Dimensionem

    Extra Tolerantia ad omnes partes in angulis

    Maximae Nominal Extra Dimensionem

    Extra Tolerantia ad omnes partes in angulis

    3/16 ad 5/8

    ± 0.004

    2 1/2 and under-

    ± 0.020

    super 5/8 ad 1 1/8

    ± 0.005

    super 2 1/2 ad 3 1/2

    ± 0.020

    super 1 1/8 ad 1 1/2

    ± 0.006

    super 3 1/2 ad 5 1/2

    ± 0.030

    super 1 1/2 ad 2

    ± 0.008

    super 5 1/2

    ± 1%

    in II ad 3

    ± 0.010

    in III ad IV "

    ± 0.020

    in IV ad VI "

    ± 0.020

    supra VI ad VIII "

    ± 0.025

    rectitudo
    Mechanica Sizes: Max.1/16″ in 3 pedibus
    Magnitudines structurales: Max.1/8″ x numerus pedum longitudinis totalis divisae per 5 .
    Murum crassitudine
    Mechanica & structural Sizes: ± 10% nominal Wall Crassitudo

    Quadratum laterum
    Magnitudines mechanicae: Max: ± b = cx 0.006″
    b = TOLERATIO pro e-of-quadrata
    c = Communitas externa per blandit
    Magnitudines structurales: latera adiacentia ab 90° ab ± 2° deflectere possunt

    Maxime Twist (Mechanica & structural Sizes)

    Dimensio maxima, pollices

    Maximilianus.Torquent *, pollices

    super 1/2 ad 1 1/2

    0.041

    super 1 1/2 ad 2 1/2

    0.093

    super 2 1/2 ad 4

    0.093

    in IV ad VI "

    0.093

    in IV ad VIII "

    0.100

     Convexitas & concavum (Mechanical & structural sizes)

    Maximus Nominal OD, Inches

    Tolerantia ± Unciarum

    2 1/2 and under-

    ± 0.010

    super 2 1/2 ad 4

    ± 0.015

    in IV ad VIII "

    ± 0.025

    Structural Tubing A 500 Requirements

    Grades

    Chemical

    Corporalis

    C. Max.%

    Mn Max.%

    P. Maximilianus.%

    S Max.%

    Cu Max.%

    Roboris distrahentes, min.psi

    Cedant vires, min.psi

    Prolongatio in 2 in.

    B

    0.26

    /

    0.04

    0.05

    0.20

    58,000

    46,000

    23

    C

    0.23

    1.35

    0.04

    0.05

    0.20

    62,000

    50,000

    21

    Nuda, Black Painting leviter Oiled

    Plastic plugs in both ends, hexagonales fasciculos max.2,000kg cum aliquot fasciolis ferratis, in utroque fasciculo duae texturae, in charta IMPERVIUS convoluta, manica PVC et saccus cum aliquot fasciolis ferro

    Rectangularis Pipe-01 Rectangulum Pipe-02