Strana 396 z 723
Poznámky redaktora
56.08.25
6.35.56. Here, inspection and dimensioning via the igus® design required advance.56 Installation dimensions
High unsupported lengths, ideal for elevated axes
3D CAD, configurators, service life calculation and more www.30.3
5.0
YE.9
13.56.3
6.56.55.56.56.4
10.56 Product range
Plastic-steel hybrid e-chains®
More information www.5
13.
e-chains®
50 6.489
87 111 6.207.0
YE.10.22.56.658
137 161 6. with required radius (R).949
462 486 7. R.535
Moving end
Fixed end
. R. R.480
350 374 7.5 306.56.090
500 524 8.5
6.56. R.0
YE.eu/YE
Series YE.17.854
437 461 7.067
237 261 7. R. R.0
YE.18.0*
YE.48.50.56.16.75
8.788
YE.0
YE.8
10. R.0
380 430 480 580 680 780 880 980 1,180
281.56...R.56.344
600 624 8.R.4
8.0
YE. R.0
YE.56.56.56
1392
FLG
FLB
FLG
FLB
8
7
6
5
4
3
14
13
12
11
10
9
2
1
0
0°
60°
75°
4
5.995
475 499 8.0
YE.388
325 349 7. R.56.296
Part No.43.
e-chains®
300 324 7.eu/YE
≤50
mm
56
90
* Widths under 100 available upon request.5 531.2
12.248
537 561 8.56.56.51. R.614
125 149 6.019
225 249 7.0
YE.0
YE.5 481.0
YE.0*
YE.871
183 207 6.56.5
11. R.0
YE.05.10.0
YE.294
550 574 8.56.7
9.56.0
YE.556 Crossbars removable along the inner and outer radius
Fill
weight
[kg/m]
YE Series YE.139
512 536 8. Example: YE. R.56.56. R.344
312 336 7.56
[mm] [mm] [kg/m]
YE.56.75
9.56.27.7
Bi YE.0
YE. R.698
150 174 6.33.56. R.56
789
YE. R.5
500 575 655 815 970 1,125 1,285 1,440 1,755
The required clearance height: 90mm (with 3.528
362 386 7.0
YE. R.28.663
387 411 7.1
9.56
[mm] [mm] [kg/m]
YE.182.853
175 199 6.11.56.56. R.25
8.56.111
250 274 7. R.0
YE.0
YE.574
112 136 6.56.56.26.3
4.56.56.0
YE.0
YE.0
YE.56.0
R [mm] 100 125 150 200 250 300 350 400 500 |
R 100 125 150 200 250 300 350 400 500
H
D
K
LK
= S/2 K
Ba
Bi
Ba
Bi
56
84
50
max.13. R.0kg/m fill weight)
Inner height [mm] 56
Pitch [mm/link] 91
Links/m
corresponds to[mm]
11
1,001
e-chain® length
0°
60°
75°
Unsupported length [m]
with 60° 75° elevation
FLG unsupported with straight upper run
FLB unsupported with permitted sag
Unsupported length FLG FLB [m] with 60° 75° elevation
Part No.0*
YE.36.5 331.15.0
YE.169.igus. R. R.52.0
YE. R.0
YE.0
YE.901
187 211 6.0
YE.56.455
75 6.56.8
5.56.56.0
YE.32.5
7.42.60.56.56.0
YE.41.0
YE.899
450 474 7.56.75
6.824
170 194 6.614
375 399 7.0
YE.0
YE.004
212 236 7.46. R. R. R.56. R.5 581.56. R.igus. R.25
7.804
425 449 7.25.0
YE.436
337 361 7.915
200 224 6. R. R.5 381.
H
H
-
H
F
=
H
R
D S/2
S
90
+
90
90
91
56 56-600
YE Series YE.06.45.0
YE. YE.0
8.7
7.2
7
9.405
65 6. R.742
162 186 6.56. R.0
YE. R.0*
YE. R.23.0
YE.251
287 311 7. R.8
6. R.8
5.530
100 124 6.5
9.47. R. R.0
Bi YE.40.56.21.5 681.3
5
7.759
412 436 7. R.8
4.203
275 299 7.8
12. R.53.159
262 286 7.56.0
YE.07.56
.0
YE.8
6.12.198
525 549 8.56. R.1
11.044
487 511 8.37.100.709
400 424 7. R.38.5 431.20.31.8
4.0
YE.3
6
8.0
YE.962
208 232 7.
Available bend radii
Complete Part No
