Table of Contents
Advertisement
2 Installation and commissioning
2.4.1 Foundation
2.4 On-site installation
2.4.1 Foundation
Robustness
The foundation must withstand the static loads caused by the weight of the
equipment and the dynamic loads generated by the movement of the carriage and
the manipulator. The minimum thickness of the concrete floor is 175 mm.
The concrete quality class must be at least C20/25 (or B25) to insure a good
resistance of the anchor. Class C30/37 (or B35) is advisable.
The concrete compressive strength can be tested according to the European norm
EN 206-1.
Inclination and flatness
The leveling of the track is done by screwing / unscrewing the M60 screws.
However, in order to insure a good leveling, the foundation must be designed so
that the track IRBT 2005 can be fitted without the incline exceeding 0.5 mm/m in
the direction of travel and 0.2 mm/m across this. The leveling screws can also
compensate a poor flatness of the slab and small bumps up to 10 mm. However,
the surface under the leveling screw must be flat. A concrete surfacing grinder
should be used to correct the flatness locally if necessary.
Maximum payload
The following table shows the maximum load that can be placed on the top plate
of a carriage. At this maximum load, the following load would be distributed to each
leveling screw.
Load
Max. load
Load on each leveling screw
For weight of robots, see the product manual for the respective robot.
Maximum floor load
See the maximum floor loads in section
78
© Copyright 2015 - 2018 ABB. All rights reserved.
IRBT 2005
The weight of IRBT 2005 payload + pedestal
+ 50 kg
Max. load/(2 x N), N is the number of sections
Forces on page
47.
Product manual - IRBT 2005
3HAC051130-001 Revision: F
Advertisement
Table of Contents
