LOCK BEWEGT // LOCK MOVES

LOCK BEWEGT // LOCK MOVES 20 Rail Ventilation CHAPTER 01 – APPLICATIONS 2023 | 06 Rail ventilation flap width 3.20 m Individual pane widths br = 1000–1500 m Flap Number of flaps per LZG (line) Number of flaps per EWA (surface) Panes Number [units] Pane dimensions [mm] LZG (N) rack & pinion unit EWA power drives (Nm) ar br dr 5 500 10 000 13 000 16 000 50 90 150 250 350 450 600 900 1200 1500 2 x 1000 x 825 34 40 – – 45 81 135 225 315 405 540 810 1080 1350 3 x 1000 x 825 23 38 40 – 30 54 90 150 210 270 360 540 720 900 4 x 1000 x 825 17 31 40 – 23 41 68 113 158 203 270 405 540 675 2 x 1000 x 1000 25 38 40 – 33 59 99 164 230 296 394 591 788 985 3 x 1000 x 1000 17 30 39 – 22 39 66 109 153 197 262 393 524 655 4 x 1000 x 1000 12 23 30 37 16 30 49 82 115 148 197 296 394 493 2 x 1125 x 825 30 40 – – 40 72 120 200 281 361 481 722 962 1203 3 x 1125 x 825 20 37 40 – 27 48 80 134187241321482642 803 4 x 1125 x 825 15 28 36 – 20 36 60 100140180240360480 600 2 x 1125 x 1000 22 38 40 – 29 53 88 146204263350525700 875 3 x 1125 x 1000 15 27 35 – 19 35 58 97136175233350466 583 4 x 1125 x 1000 11 20 26 32 15 26 44 73102131175263350 438 2 x 1250 x 825 28 38 40 – 37 67 112 187 262 337 449 674 898 1123 3 x 1250 x 825 19 34 40 – 25 45 75 125174224299449598 748 4 x 1250 x 825 14 26 34 – 19 34 56 93131168224336448 560 2 x 1250 x 1000 21 38 40 – 27 49 82 137192247329494658 823 3 x 1250 x 1000 14 25 33 40 18 33 55 92128165220330440 550 4 x 1250 x 1000 10 19 25 30 14 25 41 68 96123164246328 410 2 x 1500 x 825 23 38 40 – 31 55 92 153 214 275 366 549 732 915 3 x 1500 x 825 15 28 36 – 20 36 61 101 142 182 243 365 486 608 2 x 1500 x 1000 17 31 40 – 22 40 67 111 156 200 267 401 534 668 3 x 1500 x 1000 11 20 26 32152745 74104134178267356445 The number of flaps in the tables is only intended as a guide. This number depends on assembly, mounting, current values etc. Instructions: After choosing a pane dimension, you determine the maximum number of flaps per LZG rack. Then, based on the drive torque of the EWA power drive, you calculate the total number of possible flaps. > Glass 4 mm > Roof angle a = 22°–25° > Gutter height Tr = 150–180 mm > Gable height, roof height HG = 820–850 mm > Rack stroke = 650–670 mm > Revolutions = 19.7–20.3 (PAR 06, Chapter 3 )

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