Spiral Submerged Arc Welded Pipes

Spiral Submerged Arc Welded Pipes

Spiral Submerged Arc Welded Pipes
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  • Spiral Submerged Arc Welded Pipes

Spiral Submerged Arc Welded PipesGlobal Sourcing for Engineering & Procurement

 

1. Product Positioning and Application Scope

Spiral welded pipes are large-diameter steel pipes formed from strip/coil with a helical seam welded by inner and outer submerged arc welding. They offer broad diameter coverage, cost efficiency and flexible lengths, and are suitable for long-distance water transmission, onshore crude oil and natural gas pipelines, seawater intake and outfall as well as cooling water, piling and structural uses, city gas trunk mains, and sewage/slurry conveyance. For high-pressure oil & gas, harsh offshore service or owner-specific rules, LSAW or seamless may be mandated; follow the project specification and design check as the governing principle. AWWA C200 (water), ISO 3183 and API 5L (line pipe), EN 10224 (water) and SY/T 5037 (ordinary fluid service in China) are the mainstream standards for this product family.

 

2. Standards Matrix (by application system)

a) Water and municipal

AWWA C200 for steel water pipe; C205 cement-mortar lining; C210 epoxy lining/coating for potable and general water; C213 fusion-bonded epoxy (FBE); C214/C215 tape wrap; C222 polyurethane. Design guidance: AWWA M11.

b) Oil & gas

API 5L line pipe (PSL1/PSL2), ISO 3183 (companion/intended equivalent to API 5L), often combined with ASME B31.4/B31.8 and API 1104 for construction and acceptance.

c) European & international general

EN 10224 for drinking and general water; EN 10217 series for welded pressure tubes (project-based); ISO 21809 pipeline coatings (e.g., 3LPE/3LPP and FBE) and ISO 21809-3 for field joint coatings.  

d) China & North America

GB/T 9711 for oil & gas transportation; SY/T 5037 for ordinary fluid service spiral SAW pipes; AWWA family per item (a). Canada may follow CSA Z245.1 aligned with ISO 3183 (project-based).

 

3. SceneMaterialStandardSize Mapping (text form)

1. Raw and treated water trunk mains (buried or on pipe racks)

Material: Carbon line pipe grades L245L415 (GB/T 9711) or API 5L Grade BX60.

Standards: AWWA C200 + C205 lining, external C213 or 3LPE; or EN 10224 + ISO 21809.

Size: DN 800DN 3000 typical; WT 620 mm; length 618 m.

2. Seawater intake/outfall and industrial cooling water

Material: L290L450; control S and toughness as required.

Standards: AWWA C200 + C210 epoxy (or C205 mortar) internally; 3LPE/3LPP externally + cathodic protection.

Size: DN 600DN 2600; wall thickness by surge/external pressure checks.

3. Onshore crude oil & natural gas trunk lines (medium to high pressure)

Material: API 5L PSL2 X52X70 (or GB/T 9711 L360L485) with toughness matching.

Standards: API 5L/ISO 3183 PSL2 (Charpy, DWTT, CTOD per project); external ISO 21809 system.

Size: OD 5081422 mm common; WT 6.425.4 mm.

4. City gas trunk and district energy networks (medium pressure)

Material: L245L360 or API 5L Grade BX52.

Standards: API 5L PSL1/PSL2 or AWWA C200 depending on medium and regulation; coating and flanging per local codes.

Size: DN 400DN 1200.

5. Sewage, slurry and tailings

Material: L245L360; heavy-wall for abrasion; optional polyurethane or ceramic lining.

Standards: AWWA C200 + C222 polyurethane or project lining spec.

Size: DN 400DN 1800.

6. Offshore & near-shore piling, conductors and structural members

Material: S355JR/J2, API 5L X52X65 per structural/fatigue criteria; expand and circumferential UT as required.

Standards: Project structural codes (e.g., DNV) + manufacturing/NDE clauses; pipelines may prefer LSAW while piling can use SSAW.

Size: OD 9143000 mm; WT 1240 mm (by design).

7. District cooling/heating return mains

Material: L245L360.

Standards: AWWA C200 + C210 or C205; external C213 or 3LPE, add insulation if needed.

Size: DN 400DN 1600.

8. Special cases (siphons across rivers, vacuum/negative pressure segments)

Material: Thicker section with stiffeners by FEA.

Standards: AWWA M11/project special; stability checks for external pressure/vacuum.

 

4. Size Range and Tolerances (per adopted standards)

OD: typically 4063620 mm; some mills up to ~4064 mm. WT: ~4.025.4 mm (by grade and service). Length: 618 m (project cut lengths available). Ends: bevel per ASME B16.25. Dimensional and geometric tolerances follow the adopted standards, e.g., API 5L/ISO 3183 on wall thickness minus tolerance, OD/out-of-roundness, straightness and end squareness; AWWA C200 and EN 10224 contain corresponding clauses.

 

5. Manufacturing Flow and Key Controls

Coil/plate edge milling spiral forming inner & outer SAW on-line UT/RT of seam expansion & sizing (as applicable) hydrotest end beveling dimensional & visual checks internal lining/external coating (as applicable) marking & packing. Critical controls: coil cleanliness and chemistry consistency; heat input and qualified WPS/PQR; PSL2 toughness and DWTT where required; 100% hydro and 100% weld NDE coverage; expansion to control residual stress; coating/lining DFT and holiday testing per AWWA/ISO 21809.

 

6. Quality Inspection and Documentation

Scope includes chemistry and mechanicals, impact (PSL2/project), DWTT (large OD oil & gas), dimensions/geometry, full-length hydro, weld UT/RT/MT, coating/lining DFT and holiday tests. Documentation: EN 10204 3.1/3.2, welding/heat-treat records, NDE reports, hydro records, coating QA/QC and third-party witnessing if required.

 

7. Supply Forms and Packing

Supplied as bare pipes or beveled pipes, with end rings or spools; internal mortar (C205) or epoxy (C210); external FBE (C213), 3LPE (ISO 21809), tape wrap (C214/C215) or polyurethane (C222). Protection with end caps, lifting/stacking bracing, anti-scuffing pads and full traceable marking.

 

8. RFQ/PO Checklist

a) Standard & edition: AWWA C200 + C205/C210/C213 (or API 5L/ISO 3183 PSL level, EN 10224, etc.).

b) Grade & condition: L245L555 (GB/T 9711) or Grade BX70 (API 5L), PSL2 yes/no, expansion yes/no.

c) Dimensions & ends: OD × WT × length; bevel per ASME B16.25; limits on out-of-roundness, straightness and end squareness.

d) NDE & tests: 100% weld UT (or RT), full-length hydro, impact/DWTT ratio per drawings.

e) Lining & coating: system/standard, target DFT, adhesion and holiday acceptance.

f) Documentation & surveillance: EN 10204 3.1/3.2, TPI, dossier list.

 

9. Selection Guide (text)

Water & reuse lines: AWWA C200 + C205; external C213 or 3LPE; DN 800DN 3000.

Seawater/high chlorides: C200 + C210 or C205 + 3LPP, with cathodic protection; match corrosion resistance of flanges/bolting.

Onshore O&G: API 5L PSL2 X52X70; ISO 21809 external; DWTT per design.

Sewage & slurry: heavy-wall with C222 or project lining spec.

Offshore piling/structural: follow DNV/project structural codes; consider fatigue & welding details; shift to LSAW if mandated.

 

10. Procurement, Construction & O&M Risk Notes

Do not confuse AWWA Class with ASME Class; do not mix gasket/flange systems.

PSL1 vs PSL2 have significant differences; use PSL2 for trunk O&G lines.

Buried lines require cathodic protection and insulating joints; coatings do not replace CP.

Negative/external pressure without stability checks can lead to collapse; siphons need special design.

Field joints and repairs must follow ISO 21809-3 or AWWA rules to avoid bare steel exposure.  

 

11. Representative Spec Lines (ready to paste)

1. Raw-water transmission:

Pipe, AWWA C200, DN 1600, L = 12 m; C205 cement-mortar lining; external AWWA C213 FBE prime + 3LPE; bevel per ASME B16.25; hydro 1.5×DP; holiday-free; docs EN 10204 3.2.

2. Onshore O&G trunk line:

Line Pipe, API 5L PSL2 X65, OD 914 mm × WT 17.5 mm × L 12 m; 100% weld UT; impact & DWTT per drawings; external ISO 21809-1 3LPE; holiday-free; docs 3.2.

3. Seawater intake/discharge:

Pipe, AWWA C200, DN 2200; internal AWWA C210 epoxy; external 3LPP; CP by EPC; flanges per EN 1092; docs 3.1.

4. Piling:

Pile Pipe, SSAW, S355J2, OD 2000 mm × WT 20 mm × L 18 m; circumferential weld UT; end stiffening ring; coating per project marine system.

 

12. Representative Global Producers (alphabetical, examples)

American SpiralWeld Pipe (USA, AWWA water transmission).

Borusan Mannesmann (Türkiye, HSAW portfolio).

Corinth Pipeworks (Greece, HSAW/LSAW pipelines).

East Pipes Integrated Company (Saudi Arabia, HSAW for water & O&G).  

Jindal SAW (India, HSAW/LSAW for pipelines & water).

Northwest Pipe Company (USA, AWWA C200 spiral-weld steel water pipe).

Welspun Corp (India, global HSAW projects).

Erciyas Steel Pipe (Türkiye, large-diameter HSAW).

 

 

 

Spiral Submerged Arc Welded Pipes Technical Specifications 

 

1) Definition & Scope

SSAW/SAWH/HSAW pipes are formed from hot-rolled coil at a helical angle and welded by internal and external submerged arc processes. They suit large OD, medium-thick wall transmission and structural applications: long-distance water/return lines, crude/product pipelines (subject to Owner approval), piles for ports/bridges, structural columns/casings, offshore conductors/protective piles, etc.

 

 

2) Standards Matrix (by application/region)

Line pipe: API 5L (PSL1/PSL2) / ISO 3183; China GB/T 9711 (L245L555); Canada CSA Z245.1; offshore refer to DNV-ST-F101 where applicable.

Water works: AWWA C200 (steel water pipe 150 mm); linings/coatings per AWWA C205/C210/C213/C222.

Piles/Structural: ASTM A252, JIS A5525; structural hollow sections per EN 10219.

General fluids: SY/T 5037, GB/T 3091 (low/medium pressure).

Factory coatings: DIN 30670 (3LPE), DIN 30678 (3LPP), CSA Z245.20 (FBE), AWWA C210/C213/C222; (projects may reference ISO 21809 family as an umbrella).

 

 

3) Materials & Grades

Line pipe: B/L245, X42/L290, X46/L320, X52/L360, X56/L390, X60/L415, X65/L450, X70/L485 (X80/L555 subject to dedicated qualification).

Pile/Structural: Q235/Q345/S355; ASTM A252 Gr.2/Gr.3.

Coil requirements: low P/S and inclusion control; tensile/impact to spec; microalloying (Nb/V/Ti) balanced with weldability (CE/CET).

 

 

4) Manufacturing & Process Controls (typical SSAW route)

1. Coil incoming inspection (chemistry, tensile, UT for lamination).

2. Uncoilinglevelingslitting; edge quality control.

3. Edge milling for stable fit-up land and gap.

4. Helical forming (typ. 30°–75°).

5. Double-sided SAW (ID then OD), flux baking and reuse control; HI/interpass governed.

6. In-line/off-line NDE: full-length UT of seam; RT/DR where required; body UT sampling.

7. Mechanical expansion/sizing to reduce residual stress and ovality.

8. Hydrotest per standard (stress/hold/acceptance).

9. End finishing: 30°±2.5° bevel with ~1.6 mm land (project/standard prevailing); spatter removal.

10. Coating/lining as ordered (3LPE/3LPP/FBE/liquid epoxy/cement mortar).

11. Marking & traceability: heat/lot, grade/PSL, dimensions, inspection status, coating system/thickness.

 

 

5) Size Range & Tolerances (typical; PO prevails)

OD 2193620 mm (some mills up to ~4064 mm).

WT 525.4 mm (piles up to ~40 mm depending on mill/grade).

Length 612 m (SRL/DRL), up to ~18 m; longer by field joints.

Typical tolerances: OD ±0.5%·D (or per standard); min WT 87.5% of nominal (negative deviation controlled); ovality 1.0%·D; straightness 0.2%·L; end squareness 1.6 mm; mismatch/reinforcement per standard/PO.

 

 

6) Qualification & Testing (PSL2/engineering level)

Mechanical/toughness: BM/WM/HAZ tensile; CVN at specified temperature; DWTT recommended for gas transmission.

Weld NDE: full-length UT; RT/DR at critical locations; CTOD/fracture where specified.

Hydrotest: every length; standardized hold/acceptance criteria.

Sour service: HIC (NACE TM0284)/SSC (TM0177) when applicable; hardness control.

Geometry: OD, min WT, ovality, end squareness, bevel/land, mismatch, internal/external bead conditioning.

Documentation: EN 10204 3.1/3.2 MTC; WPS/PQR; filler/flux batch certificates; NDE, hydrotest charts; coating QA (DFT/adhesion/holiday).

 

 

7) Coatings & Linings (selection & QA)

External: 3LPE (DIN 30670), 3LPP (DIN 30678), FBE (CSA Z245.20/AWWA C213), or metallic spray/thermal-spray Zn-Al for piles/offshore.

Internal: liquid epoxy (AWWA C210) for friction and corrosion control; cement-mortar lining (AWWA C205) for raw/treated water.

QA: DFT, holiday testing, adhesion, cathodic disbondment; observe cure/handling temperature windows.

 

 

8) Quick Mapping: Service Material Standard

Water transmission/return: AWWA C200 + C205 (or C210); external 3LPE/FBE; design for water hammer/seismic loads.

Crude/product: API 5L PSL2 (X52/X60/X65 typical); 3LPE external; internal flow epoxy.

Mid-pressure gas (onshore): Owner approval required if SSAW; limit to X65/X70 with CVN/DWTT; for high-pressure/subsea/cold regions prefer LSAW/HFW.

Offshore piles/conductors: ASTM A252/JIS A5525; wall up to ~40 mm; external metallic spray + topcoat or 3LPP.

Structural columns/casings: choose D/T, stiffeners and joint method by stability and erection method.

 

 

9) RFQ/PO Checklist

1. Standard & level (API 5L/ISO 3183 PSL1/PSL2; AWWA C200; ASTM A252; GB/T 9711; SY/T 5037).

2. Grade & toughness (e.g., L415/X60; impact temp for piles).

3. Size & length (OD × WT × L; D/T limits; SRL/DRL/18 m).

4. Process controls (SSAW ID+OD SAW; mechanical expansion; mismatch/reinforcement limits).

5. Inspection plan (full-length UT; RT/DR where specified; CVN/DWTT; hydrotest each; HIC/SSC for sour).

6. Geometric tolerances (OD/min WT/ovality/straightness/squareness; bevel & land).

7. Coating/lining (3LPE/3LPP/FBE/C205/C210, layer thicknesses, holiday voltage/criteria).

8. Docs & traceability (MTC 3.1/3.2; WPS/PQR; filler/flux; NDE/hydro; coating QA; marking/heat trace).

9. Special clauses (field induction bends; crack arrestors; offshore CTOD; seismic/permafrost).

 

 

10) Construction & Acceptance Risk Controls

Fit-up: verify end squareness/ovality; control mismatch; bevel/land consistent with welding procedure.

Coating protection: slings/saddles; ISO 21809-3 (or Owner) for field joints.

Hydro/cleaning: final dimension check; pigs per bending radius and D/T.

Galvanic & CP: isolation kits; CP design and monitoring.

Temperature windows: transport/storage/welding/coating curing limits; preheat/PHI as required.

 

 

11) Global SSAW Industry Clusters & Representative Companies (examples; verify during pre-qual)

North America

American SpiralWeld Pipe (AMERICAN) spiral-welded steel water pipe. Source: company page Spiral-Welded Steel Pipe.  

Northwest Pipe Company engineered steel water pipe / SpiralWeld line. Sources: product/news pages.

Jindal Tubular USA HSAW large diameter pipe. Source: product page.

Welspun Tubular LLC (USA) HSAW. Source: site page.

Middle East

Group Five Pipe Saudi HSAW/SSAW lines and capacities (largest in region). Source: investor presentation.

Europe/Türkiye

Borusan Mannesmann spirally-welded large diameter pipes (Turkey & Alabama, USA). Source: company page.  

China

Clusters: Tianjin, Cangzhou (Hebei), Shandong, Jiangsu river belt, Sichuan (combined SSAW + coating yards).

Youfa Group SSAW among other products. Source: official site.  

Cangzhou Spiral Steel Pipe Group SSAW/coating offering (for reference). Source: company page.  

Note: Above are illustrative for market survey and pre-qualification; verify current certifications (ISO/PED/ASME/3.2, Owners/Water authorities) and comparable references.

 

 

12) Delivery, Marking & Logistics

Supply: bare/coated; end caps; internal bracing if needed.

Marking: grade/PSL, dimensions, heat/lot, coating system; bundle/single barcodes.

Handling: saddles/soft slings; dunnage and soft pads for coated areas; fit for sea/rail/road.

 

 

13) Ready-to-Paste Spec Lines

Water trunk: AWWA C200 + C205 lining + C210 external; SSAW, ME; OD 1626 mm × WT 12.7 mm × L 12 m; 100% UT seam; hydrotest each; external 3LPE 2.5 mm; include MTC and DFT/holiday reports.

Product line (onshore): API 5L PSL2 L415 (X60); SSAW, ME; OD 813 mm × WT 12.7 mm × L 12 m; WM/HAZ CVN 27 J@20 °C; 100% UT; external 3LPE; internal flow epoxy 300 µm.

Port pile: ASTM A252 Gr.3; SSAW; OD 1422 mm × WT 25.4 mm × L 18 m; ring/boot per IFC; external thermal-spray metal + top coat or 3LPP; full geometry checks.

 

 

14) Selection Notes vs. LSAW/HFW

Prefer SSAW: large-OD water/return lines, piles/structural, mid-pressure liquid lines where permitted.

Use caution: high-pressure gas, subsea trunklines, cold regions, and projects with strict crack-propagation controltypically favor LSAW/HFW unless Owner approves SSAW with enhanced controls.

Principle: obey Owner/project spec hierarchy; align materialmanufactureinspectioncoating coherently.

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