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HALFEN KKT-E
B6 Spherical head rod anchor type 6050
Identifi cation of the anchor:
Load class
CE marking
Manufacturer mark
B7 Quick fi tting spherical head anchor type 6073
..........
Identifi cation of the anchor:
Load class
CE marking
Manufacturer mark
Anchor length [mm]
B8 Spherical head tilt-up anchors type 6006
Load class
CE marking
Manufacturer mark
Recess former type 6134
Additional
rein-
forcement
© 2022 HALFEN · INST_KKT-E 01/22 · www.halfen.com
The HALFEN DEHA Spherical head
rod anchors have to be installed
according to the engineers drawing.
The specifi ed load class and length
must be observed. They are installed
in the mould by using appropriate
HALFEN DEHA Recess formers
(see part A). When the concrete is
hardened, the recess former is removed
(see part A). If a corrosion protection
of the anchor is required, the void
must be fi lled with mortar after the
The load capacity is the same as for
standard anchors type 6000 and the
anchor suits the same lifting links.
The anchor is used with DSM recess
formers code 6126; 6127 and 6128.
Usually the anchor is pushed into the
former with an oil based lubricant.
The HALFEN DEHA Spherical head
tilt-up anchor has to be installed in
such a way that loads occur only in
axial or perpendicular direction
(see fi g. at right). For tilting-up an
additional reinforcement (see fi gures
below) is necessary. To allow the
tilting-up also to the other side
opposite to the mould, a 2
nd
additional reinforcement is required.
The Tilt-up anchor is installed using a
Designation
Length
[mm]
6006-2,5-0240
240
6006-5,0-0240
240
Additional
reinforcement
L
1
Assembly Instructions
fi nal installation of the element on
the site.
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.
special recess former (designation
6134). After the concreting of the
precast element the recess former
is removed (see page 2). For lifting
a spreader beam must be used.
inverse
Position of the
coupler tongue
Additional
Element
Fabric
reinforcement
thickness
reinforce-
d
ment
min
∅ d
[mm]
[mm²/m]
[mm]
100
131
10
140
2 x 131
12
Lifting anchor 6006
d
S
Lifting link
Allow. Load
central pull,
L
s
1
shear
[mm]
500
see KKT-E
750
7
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