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© Geobrugg Gruppe, CH-8590 Romanshorn, Switzerland
RXE-1000 / 17
ROCK:
•
Remove rock around the base plate
29
at 0 - 30° to the hori-
zontal
•
Drill holes for the anchor
08
that are vertical to the base plate
29
into the rock
112
•
Mortar in the anchor
08
; the project engineer calculates the
lengths of the anchors
•
A thin leveling layer of mortar should ensure that the base
plate is in a stable position
•
Position the base plate
29
in the leveling layer of mortar
•
Tighten the fastening nuts
10
with the spacers
09
to approx.
30 kN pretensioning force after the mortar has fully hardened
Tightening torque of the fastening nut for an anchor pretensioning force of approx. 30 kN:
Swiss GEWI NG 25
Swiss GEWI NG 28
Tightening torque
300 Nm
400 Nm
Table 6
You must use mortar that is resistant to both frost and de-icing salt.
Reinforcement: 12 mm steel diameter, 150 mm apart
A mounting pattern can be supplied on request.
Please ensure the anchors have sufficient contact with the mortar, create a good bond, and that enough
of the surface contacts the surrounding material.
You can find more information about anchoring the base plate in the anchor data sheet.
The forces that may occur in the event of a rockfall event must not be underestimated. Civil engineering
and installation work must therefore be carried out by experts.
112
08
29
09, 10
09,10
Summary of Contents for RXE-1000
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