4.8.
Anchor Bolt installation
1. Drilling the hole
2. Clean the inside of the hole
3. Push the anchor capsule into the drilled hole
4. Driving the anchor rod into the hole
5. Waiting for the solidification time (t
rel
)
6. Waiting for the hardening of the compound (t
cure
)
7. Close with the prescribed tightening torque (T
inst
)
TYPE OF ANCHOR CAPSULE
HVU M 16X125
TYPE OF ANCHOR ROD
HAS M16X190
DRILL BIT DIAMETER
d0
inch
0.75
MIN. BORE DEPTH
h1
inch
5
MIN. THICKNESS OF CONCRETE
h
inch
7
LIFT BASE SPACER
inch
1.5
HOLE DIAMETER
inch
1
TIGHTENING TORQUE
T
inst
Nm
50 (37 Ft-Lb)
DRILL BIT
TE-T
18/32
NUMBER OF PINS
N°
16 or more
ANCHOR BOLT POSITION
A= OBLIGATORY ANCHOR BOLT
B= OPTIONAL ANCHOR BOLT
(according to the foundation characteristics and dimension)
Summary of Contents for Kar 350
Page 7: ......
Page 8: ...2 4 Loading Conditions...
Page 16: ...LIFT...
Page 17: ...19...
Page 19: ...LABEL 6 LABEL 7 LABEL 8 LABEL 9 LABEL 10...
Page 20: ...LABEL 11 LABEL 12 LABEL 13...
Page 26: ...JOIN THE HOSES RESPECTING THE NUMBERING HOLE FOR THE HOSE...