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Solar-supported heating networks in multi-storey residential buildings

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Figure 27: The entire collector area mounted on the build<strong>in</strong>g roof with the shortest possible way to<br />

the <strong>heat<strong>in</strong>g</strong> unit transfer station (picture source: Solution <strong>Solar</strong>technik, Upper Austria, Austria).<br />

The appropriate w<strong>in</strong>d loads have to be taken <strong>in</strong>to account when measur<strong>in</strong>g and <strong>in</strong>stall<strong>in</strong>g the frames<br />

and the mount<strong>in</strong>gs. While only suction forces have to be taken <strong>in</strong>to account for roof-<strong>in</strong>tegrated<br />

collectors, collectors that are set up <strong>in</strong> the open are subject to w<strong>in</strong>d forces (suction w<strong>in</strong>d and w<strong>in</strong>d<br />

pressure) from all directions. Extensive calculations of w<strong>in</strong>d loads and of the static requirements can<br />

be found <strong>in</strong> the publication titled “Große <strong>Solar</strong>anlagen – E<strong>in</strong>stieg <strong>in</strong> Planung und Praxis” (Remmers,<br />

1999). As shown <strong>in</strong> Figures 28 to 32, <strong>in</strong> practice structural eng<strong>in</strong>eers and solar technology companies<br />

use different mount<strong>in</strong>g techniques.<br />

Figure 28: Each support construction break through the seal<strong>in</strong>g surface of the flat roof. Because of<br />

many breakthroughs and thereby a higher risk for leakage should this mount<strong>in</strong>g technique be avoided<br />

(picture source: AEE INTEC).<br />

33

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