4
GB
Technical data
U.M.
Altotir™ 200
Electric motor
Tipo
Single-phase
Motor power
kW
1.5
Voltage
V
220 or 110
Frequency
Hz
50
Current at peak load
A
3.5
Condenser
µF
55
Max. capacity
kg
200
Max lifting speed
m/min
~26
See attached circuit diagram altotir™ 200 (App. E).
The hoist is equipped with an electrical emergency lifting limit switch.
6.1. Cable features
Hoist
altotir™ 200
Material
Polished steel
Cable diameter (anti-roting 19×7)
5 mm
Steel cable length
35 m
Minimum cable breaking load
34.3 kN
Number of bearing sections
1
HOOK
Single with anti-release device
Noise emission:
equivalent continuous acoustic
pressure level measured under full load according to
ISO 3746 (prEN 23746) is < of 80 dB (A).
The operator, while using the elevator, is advised
to take adequate precautions against the high noise
level.
7. INSTALLATION
The hoist can be installed in different ways depending
on the type of use.
See App. B – Installation diagrams
(Fig. D) Tie-rod attachment
(Fig. E) Struts for use externally
(Fig. G) Struts for use internally
altotir™ 200
– Applied to a fixed structure attached by means of a
special tie rod support. (fig. D)
–
Struts for use internally
(fig. G)
–
Struts for use externally
(fig. E)
If the hoist is installed according to methods fig. D, the
user must follow the instructions listed below:
The uprights of the scaffolding, when the lifting
equipment is attached directly to them, must be
reinforced and braced to ensure a solid condition that
is adequate to withstand the greater stress and strain
forces.
The frame for the elevator may only be anchored to
scaffolding made from steel tubes of a diameter of
48 mm = 1½ inches and a thickness S ≥ 3.2 mm. Any
other type of mounting constructed of tubing or other
materials (aluminium, wood etc.) is not suitable as on
ancorage for this equipment.
For calculation purposes and to verify the stability,
the forces acting on the connections are reported in
annexe C.
See App C – Hoist structure
TUBULAR SUPPORT WITH CLAMPS
See App C – Hoist structure
Tubular support with clamps
The values are supplied of the bending moment Mf,
twisting moment Mt, vertical component Fv determined
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