Kuka KR 300-2 PA, Руководство по сборке

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21 / 125 Issued: 16.03.2016 Version: MA KR 300 470-2 PA V5
4 Technical data
Grade of concrete
for foundations
When producing foundations from concrete, observe the load-bearing capac-
ity of the ground and the country-specific construction regulations. There must
be no layers of insulation or screed between the bedplates and the concrete
foundation. The quality of the concrete must meet the requirements of the fol-
lowing standard:

C20/25 according to DIN EN 206-1:2001/DIN 1045-2:2008
4.5 Transport dimensions
The transport dimensions ( >>> Fig. 4-8 ) for the robot can be noted from the
following diagram. The position of the center of gravity and the weight vary ac-
cording to the specific configuration. The specified dimensions refer to the ro-
bot without equipment. The following diagram shows the dimensions of the
robot when it stands on the floor without wooden transport blocks.
M
k
= tilting moment M
k normal
= 47,000 Nm
M
k max
= 84,500 Nm
M
r
= torque M
r normal
= 20,500 Nm
M
r max
= 45,500 Nm
Total mass for foundation load for KR 300 PA: 2,290 kg
for KR 470: 2,410 kg
Robot 1,940 kg
Total mass for
foundation load for KR 300 PA: 350 kg
for KR 470 PA: 520 kg
The supplementary loads are not taken into consideration in the cal-
culation of the foundation load. These supplementary loads must be
taken into consideration for F
v
.
Type of load Force/torque/mass