
If you’ve ever tried to secure a frame or fence in mixed soils, you know the pain. That’s why a spiral pile (also called a ground screw or helical anchor) has become the quiet favorite on sites from solar farms to backyard projects. The model here—Hot Dip Galvanized Spiral Pile For Steel Structure Foundation—leans into fast installs, low noise, and serious pull-out capacity without pouring concrete. To be honest, the first time I saw a mezzanine go up in a day because of these, I did a double-take.
Across steel structures, EV charging canopies, and light industrial builds, spiral pile adoption is up because it compresses schedules and reduces site disturbance. Fewer trucks, less excavation, less concrete. In fact, I see more RFPs asking for removable foundations—another tick in the ground-screw column. Also: ESG pressure favors low-carbon methods; HDG steel anchors beat a lot of poured alternatives on embodied carbon.
Material and coating: high-quality structural steel, hot-dip galvanized (HDG) to ISO 1461/ASTM A123, typically with a chromate conversion finish. Helix is fully welded—no “spot tack” shortcuts. Real-world result: consistent torque and clean penetration in dense soils.
| Model | Hot Dip Galvanized Spiral Pile For Steel Structure Foundation |
| Overall length | 39 in (≈990 mm) |
| Shaft OD / thickness | ≈60–76 mm / 3.0–4.5 mm (customizable) |
| Helix diameter / pitch | ≈160–220 mm / ≈60–80 mm (options) |
| Coating | HDG per ISO 1461 / ASTM A123; coating mass around 460–610 g/m² |
| Typical torque capacity | ≈2–5 kN·m (install tool-limited; check soil) |
| Estimated tensile capacity | ≈30–80 kN based on soil class; verify via site tests |
| Head options | Flange plate, U-bracket, threaded insert; removable |
Note: real-world use may vary; always correlate with on-site torque and pull tests under EN 1997-1 (Eurocode 7) or ICC-ES AC358 methodology.
We’ve seen site pull tests return 45–60 kN in compacted sands with the 200 mm helix at 1.2 m embedment; cohesive soils may need longer embedment. QC references include ISO 1461/ASTM A123 for zinc, weld checks per ISO 5817, design to EN 1997-1, and many buyers ask for material certs EN 10204 3.1. Some projects also reference ICC-ES AC358 for helical systems.
Customer feedback? Many say the full-welded spiral doesn’t “wander” when hitting small cobbles, and surprisingly, removing them is just as easy. I guess that’s why homeowners and contractors both keep reordering.
Options include length, helix diameter/pitch, shaft thickness, and head geometry. For corrosive sites, specify higher zinc mass or duplex (HDG + powder). Documentation: ISO 9001 factory QA, coating reports, pull-test logs, and torque logs are available on request.
| Vendor | HDG spec | Weld quality | Docs | Lead time |
|---|---|---|---|---|
| Aobang Metal | ISO 1461 / ASTM A123, ≈460–610 g/m² | Full helix weld, NDT optional | 3.1 certs, torque & pull test logs | Around 2–4 weeks |
| Generic Import | Basic HDG, variable thickness | Spot welds on some models | Limited | 4–8 weeks |
| Local Fabricator | Paint or HDG (on request) | Varies; custom-friendly | As quoted | 1–3 weeks (small batches) |
Origin: RM.1012 Zhongyuan Building, No.368, Youyi North Street, Shijiazhuang, China.
ISO 9001 factory QA, HDG per ISO 1461 / ASTM A123, design to EN 1997-1. On request: EN 10204 3.1 material certs, in-house pull-test data, and method statements aligned with ICC-ES AC358 guidance for helical systems.
References