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Aantal
collectors
Ligging van de
plaats boven
de zeespiegel
[m] tot
Sneeuwbelastingszone
5 4 3 2 1
Dakhelling vanaf:
10º 40º 10º 40º 10º 40º 10º 40º 10º 40º
1
700
Aantal ankers
4 4 4 4 4 4 4 4 4 4
900 4 4 4 4 4 4 6 4 6 4
1200 4 4 4 4 6 4 8 6 8 6
2
700 8 8 8 8 8 8 8 8 8 8
900 8 8 8 8 8 8 12 8 12 8
1200 8 8 8 8 12 8 16 12 16 12
Geldigheidsgebied van de begrippen volgens EN 1991 deel 1-3
Fmax anker: type S/ type P 1,875 kN
Windbelasting: conform de volgens EN 1991 deel 1-3 ten grondslag liggende ontwerpbelastingen moeten voor de collectors de volgende
minimumafstanden tot de rand worden aangehouden:
1. Telkens de kleinere waarde van 1/10 van de gebouwlengte (dakgootlengte) of 1/5 van de gebouwhoogte tot de dakgoot en tot de nok.
2. Telkens de kleinere waarde van 1/10 van de gebouwbreedte (gevelbreedte) of 1/5 van de gebouwhoogte tot de zijranden.
Als uitbreidingssets worden gebruikt, moet erop worden gelet dat de dakhaken in het midden op dezelfde afstanden gezet worden.
Bij hoogteliggingen boven 900 HH [m] en dakhellingen van minder dan 40° moet vanaf sneeuwbelastingszone 2 een apart bouw-
staticarapport worden opgesteld.
Tabel 4.11 Aantal benodigde dakankers
A
B
C
D
Fig. 4.11.2 Afstanden van de ankers
Maten Afstanden in mm
A*
Voormontage- / Afmontagemaat)
1245/1220
B*
Voormontage- / Afmontagemaat)
2500/2480
C 200 - 300
D 1460 - 1660
* De voormontagemaat eindbevestiging van de gereduceerd.
Tabel 4.11.3 Afstanden (in mm)
AANWIJZING
De voormontagemaat wordt met ca.
20 - 25 mm verminderd na de eindfixatie.
Daarom bij de ankers op voldoende
speling letten.
32


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