Product Information - haacon DKV550/1300 Manuel D'utilisation

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
gB
Minimum fixture thickness
Minimum distance to each
concrete edge
Mounting and anchor characteristic values
Anchor size
Drill diameter d =
0
Cutting Ø d ≤
cut
Hole depth h ≥
0
Brush Ø D
Fixing torque T =
inst
Curing time up to applying the load
Base material
temperature [°C]
+ 35
+ 30
+ 20
+ 10
+ 5
0
- 5
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
094325_h_de_gb_fr_es_pt_it_nl_drehkr_s
M10 M16
ø = 10 mm = 16 mm
d = 12 mm = 18 mm
0
h (1) = 90 mm = 125 mm
0
h = 90 mm = 125 mm
ef
T = 12 Nm = 45 Nm
inst
SW = 17 mm = 24 mm
h ≥ 120 mm ≥ 175 mm
c ≥ 60 mm ≥ 100 mm
M10 M12 M16 M20 M24
[mm] 12 14 18 25
[mm] 12,5 14,5 18,5 25,5
[mm] 90 110 125 170
[mm] 13 16 20 27
[Nm] 12 20 45 100
Wire brush
Minimum curing time [minutes]
Dry concrete Wet concrete
10 20
10 20
20 40
60 120
60 120
300 600
300 600
haacon hebetechnik gmbh – Telefon +49 (0) 9375 - 84-0 – Fax +49 (0) 9375 - 8466
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.
28
28,5
210
30
150
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.
8