KUVE25-W
Ball monorail guidance system
Carriages KWVE..-W, wide carriage for linear recirculating ball bearing and guideway assembly
Lubrication connectors are included loose:
S04 for KUVE20-B
S05 for KUVE25-B to KUVE55-B
S16 for KUVE15-B
| lmax | 5.860 mm | Max length single piece guideway 1 |
| H | 35 mm | Height system |
| B | 120 mm | Width carriage |
| L | 81,7 mm | Overall length carriage |
| C | 17.900 N | Dynamic load rating 2 |
| C0 | 37.000 N | Static load rating 2 |
| M0x | 1.470 Nm | Static moment rating about X axis |
| M0y | 395 Nm | Static moment rating about Y axis |
| M0z | 395 Nm | Static moment rating about Z axis |
| A1 | 25,5 mm | Distance from locating edge on carriage to locating edge on guideway |
| JB | 107 mm | |
| jB | 40 mm | |
| b | 69 mm | Width rail |
| a5 | 14,5 mm | Distance |
| A2 | 6,5 mm | Distance from locating edge to hole |
| L1 | 60,7 mm | |
| JL | 45 mm | |
| jL | 80 mm | |
| aL min | 20 mm | 3 |
| aL max | 71 mm | 3 |
| aR min | 20 mm | 3 |
| aR max | 71 mm | 3 |
| H1 | 5,2 mm | Free space, system dimension |
| H4 | 9,9 mm | |
| H5 | 5 mm | |
| T5 | 10 mm | Thread depth |
| T6 | 8,5 mm | |
| h | 18,7 mm | |
| h1 | 8,2 mm | |
| G2 | M8 | Fixing screws |
| G2 MA | 41 Nm | Maximum tightening torque 4 |
| K1 | M6 | Fixing screws |
| K1 MA | 17 Nm | Maximum tightening torque 4 |
| K3 | M6 | Fixing screws |
| K3 MA | 17 Nm | Maximum tightening torque 4 |
| K6 | M6 | Fixing screws |
| K6 MA | 8 Nm | Maximum tightening torque |
| d1 | 6,8 mm | |
| D2 | 6,7 mm | |
| A3 | 10 mm | |
| G3 | M6 | |
| t G3 | 6 mm | 5 |
KWVE25-W | Compatible with the following carriage | |
TKVD25-W | Suitable Guide Rail |
Footnotes
Maximum length of single-piece guideways.
Longer guideways are supplied as several segments and are marked accordingly.
Calculation of basic load ratings in accordance with DIN ISO 14728-1.
Based on practical experience, it may be possible to increase the basic dynamic load rating. The basic load rating can only be transmitted fully if the whole thread length is used and the adjacent construction is dimensioned appropriately.
aL and aR are dependent on the guideway length.
The stated torques represent maximum values for the secure transmission of forces in vibration-free, quasistatic applications (S0 = 1). We recommend that the tightening torques for the screw connection of the adjacent construction should be determined at the customer under the conditions specific to the application and operation, observing the information in VDI Guideline 2230 Part 1 (2015) and the information in this description.
| Size code | 25 | |
| Carriage design | W | Wide carriage and wide guideway |