Sina High-Quality SSAW Steel Pipe

China High-Quality SSAW Steel Pipe Featured Image

Description:

Magnitudo:Diamter exterior: 219.1mm - 4064mm (8″ – 160″)

Murus Crassitudo: 3.2 mm - 40mm

Longitudo: 6mtr-18mtr

Utere:usus ad structuras, ut aggeratio, pontis, emporio, via et tubus ad structuras aedificandas, etc.

Finis:quadratus (recta, secans, torch cut).or beveled for welded, beveled;

Superficies: Leviter unctum, Calidum intinge galvanized, Electro galvanized, Nigrum, Bare, Varnish coating/Anti rubigo oleum, Tutela fucata (Coal Tar epoxy, Fusion Bond epoxy, 3-stratis PE)

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Product Detail

Product Tags

Standard

API 5L, ASTM A252, ISO 3185, EN 10208 Grade:Q235A, Q235B, Q345, L245(B), L290(X42), L320(X46), L360(X52), L390(X56), L415(X60)

SSAW Coating Pipe

Fistula ferrea varia externa incepta efficiens nunc a societate nostra inclusa unius iacuit/duplicis iacuit FBE, 2PE,3PE,3PP et aliis anti-corrosionibus tunicarum cum signis effectis ut DIN30670

Magnitudo

usus ad structuras, ut aggeratio, pontis, emporio, via et tubus ad structuras aedificandas, etc.

Usus

Diamter exterior: 219.1mm - 4064mm (8" - 160")

Crassitudo parietis: 3.2 mm - 40mm

Longitudo: 6mtr-18mtr

End

quadratus (recta, secans, torch cut).or beveled for welded, beveled;

Superficies: Leviter unctum, Calidum intinge galvanized, Electro galvanized, Nigrum, Bare, Varnish coating/Anti rubigo oleum, Tutela fucata (Coal Tar epoxy, Fusion Bond epoxy, 3-stratis PE)

stipare

Plastic plugs in both ends, hexagonales fasciculos max.2,000kg cum aliquot bracteis ferro, binae in singulis fasciculis involutae, involutae chartae IMPERVIUS, PVC manica, et saccus cum aliquot fasciolis ferreis, pilei plastici.

Test

Chemical Component Analysis, Proprietates Mechanicae (Virtas ultima tensilis, Robur cede, Elongatio), Proprietates Technicae (test flattening, Tendentiae Test, Canite Test, Impact Test), Amplitudo Inspectio Exterior, Hydrostatic Testis, Testis X-ray.

Tertia pars inspectionis: SGS, BV, Lloyds etc.

Product parametri

IDIDUM duplex quadratum spirae tibia diametri nominalis, et paries crassitudo theoricae ponderis per metrum
theoretical pondus per meter (Kg / m)
UNCIA	OD mm	Muri crassitudo (mm)
UNCIA	OD mm	5	6	7	8	9	10	11	12	13	14	15	16
8	219	26.88	32.02	37.10	42.13
9	245	30.09	35.86	41.59	47.26
10	273	33.55	40.01	46.42	52.78	59.10	65.36
12.5	325	39.96	47.70	55.40	63.04	70.64	78.18
14	377	46.37	55.40	64.37	73.30	82.18	91.09
16	426	52.41	62.65	7283	82.97	93.05	103.09
18	478	58.82	70.34	81.81	93.23	104.60	115.92
20	529	65.11	77.89	90.61	103.29	115.92	128.49	141.02	153.50	165.93
24	630		9283	108.05	123.22	138.33	153.40	168.42	183.39	198.31
28	720		106.12	123.59	140.97	158.31	175.60	192.84	210.02	227.16
32	820		120.95	140.85	160.70	180.50	200.26	219.96	239.62	259.22
36	920		135.74	158.10	180.43	202.70	224.92	247.09	269.21	291.28
40	1020		150.54	175.36	200.16	224.89	249.58	274.22	298.81	323.34	347.82	396.66	445.29
44	1120				219.89	247.09	274.24	501.35	328.40	335.40	38236	436.12	489.69
48	1220				239.62	269.29	297.90	328.47	357.99	387.46	416.88	475.58	534.08
52	1320				259.35	291.48	323.57	355.60	387.59	419.52	451.41	515.04	578.47
56	1420				279.08	313.68	348.23	382.73	417.18	451.58	435.94	485.94	622.86
60	1520				298.81	335.87	372.89	409.86	446.77	483.64	520.46	593.95	667.25
64	1620				318.53	358.08	397.55	436.98	476.37	515.70	554.99	633.41	711.64
68	1720				338.26	380.26	42Z21	464.11	505.96	547.76	589.52	67287	756.03
72	1820					402.46	446.87	491.24	535.56	579.82	624.04	715.33	800.42
76	1920					424.65	471.53	518.37	565.15	611.88	658.57	751.79	844.81
80	2020					446.85	496.20	545.49	594.74	643.94	693.09	791.25	889.20
80	2030					449.07	499.16	584.21	598.29	647.15	697.24	795.98	894.53