The system

Solar infrastructure designed as an industrial product.

Five layers, one product. Each element is designed to be manufactured, transported, deployed and repeated from site to site.

Structural model of a 30 m span on V supportsStructural model · Atelier Masse for SUUN, design study

Product architecture

Five layers.

SUUN standardises what is usually redrawn for every site: span, supports, interfaces and erection sequence. The project stays site-specific; the structural core repeats.

Pillar

Precast V-shaped UHPFRC columns designed to the Eurocodes. Reference: Ø 220 mm columns for a 30 m span (design study, Bischwiller).

Designed and verified

ARKLOCK

The deployable structural system: factory pre-assembled, transported folded, unfolded then locked on site.

Designed, prototype in preparation

30 m module

The standard unit between supports, repeated in line: tensioned bottom cable, UHPFRC compression members, steel top chords.

Designed and verified

PV layer

Rails on the top chords, compatible with market modules and fixing systems.

Available

Energy layer

Charging, storage, lighting and sensors carried by the structure.

Integrating

Design figures

Key design references.

30 mSpan between supports (design study)
Ø 220mm: UHPFRC column diameter (study)
>130MPa: UHPFRC compressive strength
EC 0–3Eurocodes EN 1990 to 1993, NF P18-710

From truck to car park

Move the site work to the factory.

On site, work is reduced to foundations at support points, setting the pillars, lifting pre-assembled beams, tensioning, then fitting the PV.

Deployment sequence of SUUN modules on a car parkSUUN visualisation
  1. Site engineering

    Ground, utilities, wind, snow, clearances, layout and connection.

  2. Prefabrication

    UHPFRC pillars and lattices produced in a controlled industrial setting.

  3. Compact transport

    Modules travel folded instead of being built piece by piece on site.

  4. Deployment

    Lifting, unfolding, locking, then PV integration.

Site performance depends on the site, ground, operating constraints and final design. SUUN gains remain engineering targets until validated on site.

Technical data

The structure in figures.

Data from Atelier Masse’s design note for the Bischwiller project (ref. 26-012-SUUN-TASK01, July 2026). Each project gets its own checks.

Principle drawing of the SUUN V support and its foundation: UHPFRC columns, grade beam perpendicular to the beam, tie rods, piles
Principle drawing of the support and foundation, dimensions from the Atelier Masse feasibility study (July 2026). Clear height and V spread per project; node details not shown.
Span between supports30 m
Beam profileTriangular truss: Ø 120 mm UHPFRC diagonals, Ø 76 mm cable bottom chord, RHS 200×200×6 steel braces
SupportsV-shaped UHPFRC columns Ø 220 mm, stabilised by adjustable Ø 56 mm tie rods
MaterialDuctal® ArchiStructure UHPFRC, stainless fibres: fck 130 MPa, fire class A1, water porosity 6%
SteelS355 J0
Loads (Bischwiller)Snow region C1, sk = 0.65 kN/m²; wind region 2, qp = 0.83 kN/m²; panels 0.5 kN/m²
FoundationsRC grade beam on piles, or UHPFRC plinth on existing slab where dead weight balances uplift
StandardsEurocodes 0, 1, 2, 3 · NF P18-470 · NF P18-710 · NF P18-451
AnalysisNon-linear beam model, third-order theory (SOFiSTiK)

Options

Suun Light, configured for your site.

Suun Light Nordic

Reinforced structure for heavy snow loads and cold climates.

Column cladding

Support finishes and protection matched to the site’s architecture.

100% watertight

Fully watertight roof to shelter vehicles and people completely.

Seafront

Configuration for salty environments and coastal winds.

Specify the system.

Structural principles, material data and specification templates are available on request for qualified projects.

Start a projectThe system