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HUCK Seiltechnik GmbH • Dillerberg 3 • D-35614 Asslar-Berghausen
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2\Montageanleitung\4652_2_Vogelnestbaum_Bruecke_und_GFK_Rutsche_mit_Leimbinder_SO_B_L_01_GBR.doc
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Abbreviations
AB
Setting time min. 7-8 days
AH
hanging height
ASP
Fix the pipe clamps at the appropriate positions.
D
C25/30 concrete (for foundations)
Q.ty required: 4,4 m
2
D.be.
Fill in around the central mast with concrete.
(between drainage tube and central mast)
DT
Detail
EDF
turn the ground anchor in to foundation / don’t press
F
Fall protection
FOU
Foundation
FR
foundation radius at least 100 mm
G
Drainage layer
HK.entf.!!
Remove wooden wedges after concrete work
K
Chain position of chimney net
KELA
Chains should be shortened during installation if necessary.
KNR
Drainage tube / concrete or PVC
lg.
Length
MA!!!
The foundation numbers have to suit with the glulam pole numbers
MEb
Pay careful attention to mark when mounting the post.
MKe
Insert the mast into the drainage tube
MSE
After mounting the steel post and the glue-laminated beams, the ropes must first be
hooked in
O.K
Top edge play level
O.K.F.
Top edge foundation
OAZ
The opening must be show outwards / not in tensile direction
PNU
Lay the net-part packet with the underside around the mast.
PS
Minimum safety area 114,2 m²
SSch
After putting on the post-cap, grease the hexagon-screw and tight up.
TvEM!
Install the cross beam before installing the posts.
UEA!
Smooth out any unevenness in the foundation that occurs when screwing in the ground
anchor. Otherwise a water accumulation develops
VO
Pre-assembled
Foundation edges must be rounded off (min.R = 100 mm
Sizes of fundations are designed for soils class“4-5” (natural ground).
Soil class 3:
Non-cohesive to low-cohesive plasticity, sand, gravel and sand-
gravel-mixtures, with very low portion of stones portion of stones
(portion > 30% with bigger diameter of 63 mm grain size)
Soil class 4:
soft to medium plasticity, interleave bound, with minor portion of
stone (portion < 30% with bigger diameter of 63 mm grain size)
Soil class 5:
Soil class 5: ground with soil class 3 and 4 with big portion of
stones
(portion > 30% with bigger diameter of 63 mm grain size)
IN CASE OF SANDY AND SOFT SOILS, THE SURFACE DIMENSIONS OF FOUN-
DATIONS HAVE TO BE ENLARGED FOR ABOUT 50%!.