Alimak Scando 650 DOL, Техническое описание

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H
6
ALIMAK 34801 - 1/03
Reaction forces
Reaction forces can be calculated by using various formulas
depending on the type of mast tie selected:
Values for Rx and Ry according to the following.
Add additional 10% to the Rx value if the mast tie length (L)
relative the tie width (B) is larger than 2.
Hoist in Service, single car
Distans över
Overhang a 15.0 m 13.5 m 12.0 m 12.0 m 9.0 m 6.0 m
Mast tie intervals b 15.0 m 15.0 m 15.0 m 12.0 m 9.0 m 6.0 m
Rx Ry Rx Ry Rx Ry Rx Ry Rx Ry Rx Ry
kN kN kN kN kN kN kN kN kN kN kN kN
CAR LENGTH 3.2 meter
2-motor machinery, speed
≤
0.7 m/s, payload capacity;
up to 2400 kg 14.3 9.0 13.6 8.3 14.7 8.0 15.8 7.0 19.0 5.7
(a = b / 2) (10.8 ) (5.5 ) (10.8) (5.5) (11.6 ) (4.9 ) (13.1 ) (4.3 ) (14.7 ) (3.4 )
3-motor machinery, speed
≤
1.1 m/s, payload capacity;
up to 2400 kg – – 14.1 8.3 15.2 8.0 16.3 7.0 19.5 5.7
(a = b / 2) – – (10.8) (5.5) (11.6 ) (4.9 ) (13.1 ) (4.3 ) (14.7 ) (3.4 )
between 2401 – 2800 kg – – 15.9 8.9 17.4 8.7 19.2 7.6 23.6 6.3
(a = b / 2) – – (12.6) (5.6) (14.1 ) (5.4 ) (16.3 ) (4.7 ) (19.7 ) (2.8 )
between 2801 – 3200 kg – – – – 18.1 8.7 20.2 7.6 25.1 6.3
(a = b / 2) – – – – (14.8 ) (5.4 ) (17.3 ) (4.7 ) (21.2 ) (2.8 )
CAR LENGTH 3.9 meter
2-motor machinery, speed
≤
0.7 m/s, payload capacity;
up to 2200 kg – – 14.9 9.0 16.2 8.8 17.5 7.7 21.1 6.3
(a = b / 2) – – (11.6) (5.7) (12.8 ) (5.4 ) (14.6 ) (4.7 ) (16.3 ) (3.8 )
3-motor machinery, speed
≤
1.1 m/s, payload capacity;
between 2201 – 2700 kg – – – – 15.8 8.3 18.2 8.9 20.0 7.6 24.7 6.1
(a = b / 2) – – – – (12.8) (5.3) (14.7 ) (5.4 ) (17.0 ) (4.6 ) (19.2 ) (4.0 )
between 2701 – 3200 kg – – – – 16.5 8.3 19.1 8.9 21.3 7.6 26.6 6.1
(a = b / 2) – – – – (13.6) (5.3) (15.7 ) (5.4 ) (18.3 ) (4.6 ) (20.9 ) (4.0 )
CAR LENGTH 4.6 meter
2-motor machinery, speed
≤
0.7 m/s, payload capacity;
up to 2000 kg – – – – 16.2 9.0 17.7 8.9 19.4 7.5 23.7 5.9
(a = b / 2) – – – – (12.8) (5.6) (14.2 ) (5.3 ) (16.4 ) (4.5 ) (18.3 ) (4.1 )
between 2001 – 3000 kg – – – – 16.4 8.2 19.0 8.8 21.2 7.6 26.4 6.0
(a = b / 2) – – – – (13.5) (5.3) (15.6 ) (5.3 ) (18.2 ) (4.5 ) (20.8 ) (4.1 )