_____________________________________________________________
Transmitter
Rotation 90° counter- clockwise
Î
Fig. 5: Horizontal alignment
Technical data of the antennas
Transmitter
Writing legible
Cable outlet pointing slantwise down
Fig. 6: Vertical alignment
Type |
| AOI 65 | AON 65 | AOP 65 |
Order Number |
| 212340 | 212344 | 212348 |
Channels |
| |||
Gain | dB | |||
Reception range | MHz | |||
Full width at half maximum Horiz. | ° | |||
Vert. | ° | |||
|
|
|
| |
dB | ||||
Mast clamp range | Ø mm | |||
Length | mm | 410 | 814 | 1345 |
Wind load at 800 N/m2 | N | 40 | 59 | 106 |
Limiting wind load at 1100 N/m2 | N | 55 | 81 | 146 |
Packing unit/weight | P./kg | 1/1.0 | 1/1.8 | 1/2.4 |
Packing unit dimensions | mm | 490 x 420 x 75 | 825 x 500 x 75 | 840 x 500 x 95 |
Overview of the Kathrein antenna masts
Type |
| ZSD 48 | ZSF 47 | ZSF 48 | ZSH 47 | ZSH 48 | ZSH 59 |
| ZSH 62 2) |
Order Number |
| 218380 | 218385 | 218381 | 218386 | 218394 | 218382 |
| 218383 |
Lenght L | m | 2 x 2 = 4 | 2 x 2.5 = 5 |
| 2 x | 3 = 6 |
|
| |
Diameter D1/D2 | mm |
|
| 40/48 |
|
|
| 48/60 | |
Cable entry points |
| 3 | - | 3 | - | 3 | 5 |
| 5 |
Quality category (steel) |
| St 52 | St 37 | St 52 | St 37 | St 52 | St 52 |
| St 52 |
Wall thickness in clamping range | mm | 2.5 | 2 | 2.5 | 2 | 2.5 | 2.5 |
| 4.5 |
Allowable bending moment 1), | 5,0 m | - | - | - | 320 | 850 | 1,150 |
| 1,950 |
Effectice length at 800 N/m2 | 4,0 m | - | 500 | 1,040 | 430 | 960 | 1,280 |
| (1,150) |
| 3,0 m | 1170 | 540 | 1,080 | - | - | - |
| 2,120 |
|
|
|
|
|
|
|
|
| (1,280) |
|
|
|
|
|
|
|
|
| - |
Allowable bending moment 1), | 5,0 m | - | - | - | 160 | 700 | 900 |
| 1,700 (900) |
Effectice length at 800 N/m2 | 4,0 m | - | 390 | 920 | 300 | 840 | 1,080 |
| 1,960 (1080) |
| 3,0 m | 1110 | 480 | 1000 | - | - | - |
| - |
Packing unit/weight | P./kg | 1/11.4 | 1/11.3 | 1/14.2 | 1/13.1 | 1/17.8 | 1/20.5 |
| 1/37.5 |
1)The maximum allowable moment on the clamping point applies for the appropriate effectice length. The wind load absorption of the tube has already been allowed for. The bold values apply for an ordinary wind load (q = 800 N/m2). In case of increased wind load
(q = 1,100 N/m2), the reduced values apply.
According to EN
2)The technical data underlie the computation base according to DIN 4131.
If the sum of the antenna wind load moments exceeds the values put in parentheses (≙ 1,650 Nm at clamping point), a structural analysis is required, according to EN 50083, part 1.
www.kathrein.de
936.2595/B/1104/4.4e/ZWT Subject to technical changes.