Leviat Halfen KKT-E Notice D'utilisation page 5

HALFEN KKT-E
Part B: Product specifi c information
B1 Spherical head lifting anchor type 6000
Identifi cation of the anchor:
Load class
CE marking
Manufacturer mark
Anchor length [mm]
B2 Spherical head plate anchor type 6010
Identifi cation of the anchor:
Load class
CE marking
Manufacturer mark
Anchor length [mm]
Required additional reinforcement
Additional
Designation
reinforcement
d
s
[mm]
6010 - 2,5 - 0055 4 × ∅ 8
6010 - 2,5 - 0120 4 × ∅ 10
6010 - 5,0 - 0065 4 × ∅ 12
6010 - 5,0 - 0110 4 × ∅ 12
6010 - 10,0 - 0115 4 × ∅ 16
6010 - 10,0 - 0150 4 × ∅ 16
d
s
© 2022 HALFEN · INST_KKT-E 01/22 · www.halfen.com
The HALFEN DEHA Spherical head
transport anchors and the specifi ed
additional reinforcement have to be
installed according to the engineers
drawing. The specifi ed load class
and length are to be observed.
The spherical head lifting anchors
are installed in the mould by using
HALFEN DEHA Recess formers
(see fi g. part A).
After the concrete of the precast
element is hardened, the recess
former is removed (see fi g. part A).
1
The HALFEN DEHA Spherical head
plate anchors have to be installed
according to the engineers plans.
The specifi ed load group and length
are to be observed. The anchors are
installed in the mould by using
HALFEN DEHA Recess formers, as
L
s
shown in part A (see also instructions
[mm]
KKT-A for the recess formers).
200
300 Additional reinforcement must be
installed, the appropriate
450
reinforcement bars (dimensions see
450
table) must be arranged crosswise
over the foot plate of the anchor, as
600
shown in the drawings. Make sure,
600
that the reinforcement bars bear
directly on the plate.
After the concrete of the precast
element is hardened, the recess
former is removed (see description
part A). If corrosion protection is
L
s
required for the anchor, the recess
is to be fi lled with mortar after the
installation of the element.
Assembly Instructions
If corrosion protection is required
for the anchor, the recess has to be
fi lled with mortar after the installation
of the element. Alternatively, the
available products in galvanised
steel or stainless steel can be used.
The assembly plan, which specifi es
the required concrete strength, the
direction of tension loads relative to
the anchor and the design of the
spreader beam, must be followed.
3
2
Alternatively, the available products
in galvanised steel or stainless steel
can be used. The assembly plan,
which specifi es the required concrete
strength, the direction of tension
loads relative to the anchor, the
design of the spreader beam, must
be followed. The slab must be
designed as load case "handling".
5