-
Products & Solutions
Spiral Submerged Arc Welded Pipes
Spiral Submerged Arc Welded Pipes
Spiral Submerged Arc Welded Pipes|Global 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. Scene–Material–Standard–Size Mapping (text form)
1. Raw and treated water trunk mains (buried or on pipe racks)
Material: Carbon line pipe grades L245–L415 (GB/T 9711) or API 5L Grade B–X60.
Standards: AWWA C200 + C205 lining, external C213 or 3LPE; or EN 10224 + ISO 21809.
Size: DN 800–DN 3000 typical; WT 6–20 mm; length 6–18 m.
2. Seawater intake/outfall and industrial cooling water
Material: L290–L450; control S and toughness as required.
Standards: AWWA C200 + C210 epoxy (or C205 mortar) internally; 3LPE/3LPP externally + cathodic protection.
Size: DN 600–DN 2600; wall thickness by surge/external pressure checks.
3. Onshore crude oil & natural gas trunk lines (medium to high pressure)
Material: API 5L PSL2 X52–X70 (or GB/T 9711 L360–L485) with toughness matching.
Standards: API 5L/ISO 3183 PSL2 (Charpy, DWTT, CTOD per project); external ISO 21809 system.
Size: OD 508–1422 mm common; WT 6.4–25.4 mm.
4. City gas trunk and district energy networks (medium pressure)
Material: L245–L360 or API 5L Grade B–X52.
Standards: API 5L PSL1/PSL2 or AWWA C200 depending on medium and regulation; coating and flanging per local codes.
Size: DN 400–DN 1200.
5. Sewage, slurry and tailings
Material: L245–L360; heavy-wall for abrasion; optional polyurethane or ceramic lining.
Standards: AWWA C200 + C222 polyurethane or project lining spec.
Size: DN 400–DN 1800.
6. Offshore & near-shore piling, conductors and structural members
Material: S355JR/J2, API 5L X52–X65 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 914–3000 mm; WT 12–40 mm (by design).
7. District cooling/heating return mains
Material: L245–L360.
Standards: AWWA C200 + C210 or C205; external C213 or 3LPE, add insulation if needed.
Size: DN 400–DN 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 406–3620 mm; some mills up to ~4064 mm. WT: ~4.0–25.4 mm (by grade and service). Length: 6–18 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: L245–L555 (GB/T 9711) or Grade B–X70 (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 800–DN 3000.
Seawater/high chlorides: C200 + C210 or C205 + 3LPP, with cathodic protection; match corrosion resistance of flanges/bolting.
Onshore O&G: API 5L PSL2 X52–X70; 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 (L245–L555); 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. Uncoiling—leveling—slitting; 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 ≈ 219–3620 mm (some mills up to ~4064 mm).
• WT ≈ 5–25.4 mm (piles up to ~40 mm depending on mill/grade).
• Length 6–12 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 control—typically favor LSAW/HFW unless Owner approves SSAW with enhanced controls.
• Principle: obey Owner/project spec hierarchy; align material—manufacture—inspection—coating coherently.
Tags: