The whole energy system · Wind power

Rooftop wind power – when it is right, and how we know

RoofBase is Solpulsen’s standardised mounting system for small vertical wind turbines on apartment buildings, offices and industrial buildings.

Rooftop locations often have lower average wind speeds and more turbulence than expected – British measurements of small rooftop turbines (Warwick Wind Trials, 2009) found that they generally produced far less than expected.

That is why we measure for six months before recommending turbines, and we never promise production without measurement data.

For your board

Before your board can decide on rooftop wind power, you need three things: to know whether your roof can support it, to know whether there is enough wind, and to know who is responsible for what. This page addresses those questions. We always start with a roof assessment and six months of wind measurement – only then do you receive information that the board can use to make a decision. No turbine is purchased until the roof and the wind have been checked.

Measure first. Decide afterwards.

How we plan before anything is ordered

  1. Background information

    Structural drawings, the construction of the roof or wall, and photographs. We make an initial assessment of the roof type and likely variant – or whether the wall is the right location.

  2. Measure first

    Six months of rooftop wind measurement using an ultrasonic anemometer on a mast and a data logger, with a report adjusted against long-term data. Below approximately 5 m/s at hub height, we advise against turbines; 5 to 6 m/s is possible and the board decides based on measured production; above 6 m/s, we recommend proceeding.

  3. Investigation openings

    An investigation opening at each tower location reveals the layers, slab thickness, concrete class and reinforcement position. The opening determines whether RB-B1 or RB-B2 is appropriate. On a wall, it is replaced by test drilling and pull-out testing of anchors in the load-bearing concrete.

  4. Structural engineer

    A qualified structural engineer checks the loads, base, anchors or ballast, and the load-bearing capacity of the roof or wall against the site conditions, and prepares stamped documents.

  5. The municipality

    We consult the municipality for every project before anything is ordered. Notification to the electricity distribution company.

Loads transferred to the supporting structure

The mounting system that makes it possible – Solpulsen RoofBase

RB-A

Ballast frame – no roof penetrations

Nothing is drilled into the roof. Suitable for concrete slabs with warm-roof or inverted-roof construction.

Diagram labels in Swedish

RB-A Ballast frame: hot-dip galvanised steel frame on rubber mats with ballast in corner boxes, without holes in the roof.
RB-B1

Column – one tube down into the concrete

A single steel tube runs from a base plate on the concrete slab, through the roof construction, up to the turbine.

Diagram labels in Swedish

RB-B1 Column: a steel tube from a base plate on the concrete slab through the roof to the turbine, with one sealed penetration.
RB-B2

Four-legged frame – low forces

The large lever arm results in low forces at each mounting point, and the four penetrations are standard pipe penetrations for the roofing contractor.

Diagram labels in Swedish

RB-B2 Four-legged frame: four legs on base plates on a thin slab, with a top frame above the roof.
RB-D

Steel structure – anchored to the roof purlins

The RB-A frame on load-distribution plates, anchored to roof purlins or primary beams with through-bolts and backing plates.

Diagram labels in Swedish

RB-D Steel structure: frame on load-distribution plates, anchored to roof purlins with through-bolts.
RB-WConcept

Wall bracket – a wall instead of the roof

Only on load-bearing concrete or steel walls with no residential rooms behind them.

Diagram labels in Swedish

RB-W Wall bracket: a short mast with two brackets on a back rail on a load-bearing concrete wall, with the turbine clear above the top of the wall.

Loads are transferred to the building’s supporting structure – the concrete slab or steel frame – rather than the waterproofing. Sealing by an authorised roofing contractor, the roof warranty is retained, and a structural engineer stamps each installation.

Schematic cross-section through the roof and concrete slab with RoofBase RB-B1, showing numbered parts 1–10.
Schematic cross-section RB-B1, not to scaleDiagram labels in Swedish

The whole energy system

How it connects to the rest

Where we say no

Three questions before your decision

Does it damage the roof?

No, if it is done correctly. RB-A does not require any holes.

How much electricity does it produce?

It depends entirely on the wind on your particular roof. That is why we measure for six months before recommending turbines, and we never promise production without measurement data.

Is planning permission needed?

A wind turbine requires planning permission if it is more than 20 metres above ground level or stands closer to the property boundary than its height. Mounting a wind turbine on a building is no longer a separate criterion for requiring planning permission, but permission may be needed as a change to the building’s exterior – for example, within a detailed development plan where the roof faces a public place, or on a building of particular heritage value. We consult the municipality for every project before anything is ordered.

Measure first. Decide afterwards.

Your next step

No turbine is purchased until the building and wind conditions have been checked.