Kuka KL 1500-3 - Page 43

43 / 151Issued: 16.06.2010 Version: MA KL 1500-3 T S 141215 V1 en
6. Planning
Foundation
loads 1
Fig. 6-3: Loads acting on the foundation, beam joint
Robot type
KR 30 - KR 125,
KR 150, KR 200
KR 30 - KR 125,
KR 150, KR 200
with two to four
carriages, with
pedestal up to
800 mm
KR 150 -
KR 270 (Series
2000)
Vertical force
F
v
dynamic
(pull on
anchors)
6,100 N 11,100 N 17,440 N
Vertical force
F
v
dynamic
(pressure on
concrete)
17,900 N 23,100 N 36,800 N
Vertical force
F
v
dynamic
(pressure on
concrete
during E-
STOP)
35,600 N 60,390 N 60,390 N