Leviat HALFEN HLX Série Notice D'utilisation page 4

HALFEN HLX
Element requirements/ Minimum reinforcement / Load capacities
Application
• installation in ceiling slab
of lift shafts, for transfer of
the lift-car load into the
concrete slab during lift
installation.
• static and quasi-static loads
• for elements in dry interior
conditions
• fi re protection class A1
To ensure full load capacity of the
HALFEN HLX Lift-Box the minimum
distances to the slab edges and to
adjacent anchorage points must not
be lower than the given values.
Ensure the loads are suffi ciently
anchored in the on-site cast concrete
when using the HLX in semi-precast
slabs. Observe the approval specifi ca-
tions for the respective semi-precast
slabs.
HLX Lift-Box spacings/load capacities
Type
1500 Loop
2000 Loop
2000 Link
4000 Link
4
Base material
• reinforced and non-rein-
forced, normal weight
concrete without fi bres
acc. to EN 206
• concrete strength class
C25/30 to C50/60 acc.
to EN 206
• cracked and non-cracked
concrete
S
C2
h min h
nom
[mm] [mm]
133,0 150
139,5 150
139,0 150
209,5 220
• proof of local load transfer of the Lift-Box into
the concrete has been provided by the ETA
• verifi cation of the structure considering the characteristic
load-bearing capacity must be carried out (see ETA-
17/0488 Annex C1)
• anchor installation carried out by appropriately qualifi ed
personnel and under the supervision of the technical site
manager
• verifi able calculations and design drawings must be
prepared taking into account the loads to be anchored
Lift shaft wall
Slab view from
below
Slab edges
C1 S
min C1;C2
[mm]
250
250
250
350
© 2020 · INST_HLX 04/20 · www.halfen.com
Assembly Instructions
Dimensioning
To absorb bursting forces we
recommend installing double
layer standard reinforcement
≥ 188 mm²/m in the area of the
h HALFEN HLX Lift-Box.
min S
[mm] [kN]
500 14.8
500 19.7
500 19.7
700 39.3
F
R,d