Product
A ballasted racking system for flat roofs in which the ballast and the support are the same component: a sealed HDPE tank, filled with water on site.
A unit filled to capacity carries about 120 kg of water. Whether your site needs full fill, partial fill or additional units depends on the design wind pressure — we issue that calculation per project.



System components
| Component | Function |
|---|---|
| Tank (body) | Sealed HDPE box. Acts as ballast once filled and as the support for the module frames. Ribbed side walls, moulded fill port. |
| Middle clamp | Clamps the adjacent frames of two neighbouring modules onto the tank below them. |
| End clamp | Clamps the outer frame of the first and last module in each row. |
| Bolt | Connects clamp to tank. Single bolt, hand-tightened with a spanner — no torque wrench required on the roof. |
Installation
No drilling, no cutting, no welding on site. The sequence is the same for a 20 kW roof and a 1 MW roof, it just repeats.
Holes in the roof structure
Cranes or hoists required
Workers per row
| Test | Condition | Result |
|---|---|---|
| UV ageing | 1000 h, UVA-340 GB/T 16422.3-2022 | 8 h light at 60 °C / 4 h condensation at 50 °C × 84 cycles. No cracking, no chalking, no significant discolouration. |
| Cold exposure | −40 °C × 168 h | No damage, no cracking. |
| Dry heat | 105 °C × 200 h | No significant surface defects. |
| Thermal cycling | −40 ↔ +85 °C, 200 cycles IEC 61215-2:2016 MQT 11 | No significant surface defects. |
| Wind uplift / pull-out | 0.55 kN/m² (≈ 30 m/s, 108 km/h) | No tearing or failure at the clamp. PASS. Report JTTR-PZ-A-04-003. |
| Third-party verification | Tianjin Bailun, CMA/CNAS | Report BL9B936C52, issued 2026-10-12, conclusion PASS. |
Wind resistance
Tested pressure converted at standard air density (ρ = 1.225 kg/m³, 15 °C, sea level) using q = 0.5ρv².
| Wind speed | Dynamic pressure | Beaufort | Against tested 0.55 kN/m² |
|---|---|---|---|
| 20 m/s (72 km/h) | 0.245 kN/m² | 8 | Within tested range |
| 25 m/s (90 km/h) | 0.383 kN/m² | 10 | Within tested range |
| 30 m/s (108 km/h) | 0.551 kN/m² | 11 | At the tested limit |
| 35 m/s (126 km/h) | 0.750 kN/m² | 12 | Above tested range — ask us |
| 40 m/s (144 km/h) | 0.980 kN/m² | 12+ | Above tested range — ask us |
Check the design wind speed or design pressure your local code requires for the building. If it falls inside the tested range, the system fits mechanically. Above it, talk to us about extra units or a different configuration. The final ballast calculation is issued per project.
Downloads
Two-page A4 summary: dimensions, weights, loading, testing. Suitable for printing or attaching to a submittal.
CMA/CNAS report BL9B936C52 and patent certificate 202630294473.0 are sent on request against your project details.
Send a roof drawing and module datasheet. We return a layout drawing, unit count and ballast calculation.
Use the calculator for a first estimate, then send us the drawing for the exact layout.