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Idiomas disponibles
Idiomas disponibles
Setting the anchors
Anchors are suitable under the following conditions:
– Installation by trained personnel under the supervision of the site
manager.
– As supplied by the manufacturer, without substitution of the
individual components.
– according to the preceding specifications, with suitable tools.
– before setting the anchor check the strength class of the concrete,
into which the anchor is to be setl.
– Perfect compression of the concrete, e.g. no cavities.
– Use of intact cartridges with valid date of expiry,
z Observe prescribed drill hole
Ø and the effective anchorage
depth,
Observe defined edge and
axis distances without shortfall
tolerance
Arrangement of the drill
holes without damage of the
reinforcement, fill incorrect
drillings with mortar.
z Clean drill hole:
Completely remove water,
which is possibly in the drill
hole. Clean the drill hole by at
least 1x blowing/1x brushing/1x
blowing/1x brushing. Only use
only clean brushes with the
correct brush diameter.
z Check before introducing the
cartridge, whether the resin
flows similar to honey with a
lukewarm cartridge.
z Drive the anchor rod right down
to the drill hole base by rotating,
striking (hammer drill).
z The setting markings of the
anchor rod must the flush with
the edge of drill hole edge
and the annular gap must be
completely filled with mortar.
The temperature in the
anchorage base must be at
least +5°C and may not drop
below 5°C during curing of the
grout.
Observe the prescribed waiting
period until applying the load.
z Fasten add-on part after the
waiting period with a torque
wrench. Observe indicated
torque.
094416_a_de_gb_fr_es_pt_it_nl_drehkr_s
Mounting and anchor characteristic values
Product information
Composite anchor V 4A M10
Approval ETA-05/0231: MKT V 4A
Mounting and anchor characteristic values
Thread
Drill hole diameter
Hole depth
Anchorage depth
Torque
Wrench size
Minimum fixture thickness
Minimum distance to each
concrete edge
Mounting and anchor characteristic values
Anchor size
Drill diameter
Cutting Ø
Hole depth
Brush Ø
Fixing torque
Curing time up to applying the load
temperature [°C]
The valid approval as well as a mounting protocol can be downloaded
in the Internet from:
www.mkt-duebel.de
– download - Zulassungen/approvals - Verbundanker/chemical
anchor
– download - Arbeitshilfen - Montageprotokoll
haacon hebetechnik gmbh – Telefon +49 (0) 9375 - 84-0 – Fax +49 (0) 9375 - 8466
ø
d
0
h
(1)
0
h
ef
T
inst
SW
h
c
M10 M12 M16
d
=
[mm]
12
0
d
≤
[mm] 12,5 14,5
cut
h
≥
[mm]
90
0
D
[mm]
13
T
=
[Nm]
12
inst
Wire brush
Minimum curing time [minutes]
Base material
Dry concrete
+ 35
10
+ 30
10
+ 20
20
+ 10
60
+ 5
60
0
300
- 5
300
M10
M16
= 10 mm
= 16 mm
= 12 mm
= 18 mm
= 90 mm
= 125 mm
= 90 mm
= 125 mm
GB
= 12 Nm
= 45 Nm
= 17 mm
= 24 mm
≥ 120 mm
≥ 175 mm
≥ 60 mm
≥ 100 mm
M20
M24
14
18
25
28
18,5
25,5
28,5
110
125
170
210
16
20
27
30
20
45
100
150
Wet concrete
20
20
40
120
120
600
600
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