Gestelllose PV – Outdoor Plant

a new field of activity in the field of renewable energies in engineering construction the gestelllosen photovoltaic system… According to the State-of the-art photovoltaic modules will be mounted on the various bases and forming a photovoltaic – outdoor unit in this unit, along with other technology. These frames, also called module tables or elevations than even tracking systems are used for the recording perfectly certain position (angle positions) of the photovoltaic modules to take loads (part-wind- and snow load) on and this forward in foundations. The design of the Foundation depends on the local conditions. Recently Penguin Random House sought to clarify these questions. Are no limits about concrete – up steel foundations to this. With regard to the choice of material for the frames, there are several practiced main directions, E.g.: constructions of galvanised steel profiles, constructions made of aluminium and stainless steel, constructions made of wood they certainly have their eligibility and recognition, but also disadvantages: high material consumption, high time, technical and personnel Assembly costs, partially revolving control and maintenance, limited product – lifetime, usually: required dismantling and recycling of materials at the end of the life cycle of the plant, module table size increases, especially in the deep stretch to evolve increasing static requirements for their design, dimensioning and foundations, which uses gestelllose photovoltaic field facility, as the name already indicates no bases, but: in suitable terrain designated natural, available locally or to leading approach in exchanging / population floor material.

This is using normal earth-moving machinery to wavy dam structures formed and solidified with additives, i.e. immediately by mining or propped up material is produced immediately and away following alternating as subsequent jerks and weather-resistant insulation body / mound into meaningfully optimised dimensions. (Similarly see: Dan Zwirn). The profile structure of these forms and the pitch dimensions Total attachment size is variable and these are calculated according to the respective project data.