Warning And Information Signs; Max. 100 Kg; Max. 125 Kg; Max. 150 Kg - haacon 64604 Manual De Instrucciones

3. wARnInG AnD InFoRmATIon SIGnS

Observe the load specifications.

MAX. 100 KG

oder

MAX. 125 KG

oder

MAX. 150 KG

GB
oder
MAX. 220 KG
fig. 1
ATTEnTIon!
The permissible load is determined by the supporting struc-
ture, not by the permissible load of the attached rope winch/
chain hoist. If the load blocks or get stuck, interrupt lifting
(and/or lowering) of the load immediately. Otherwise, an over-
load of the supporting structure threatens.
First, eliminate malfunction, then continue working!

4. TEchnIcAl DATA

crane without
hosting gear
Type
Admissible load kg
Throat m
Weight (crane) kg
Anchor size min.
crane without
hosting gear
Type
Admissible load kg
Throat m
Weight (crane) kg
Anchor size min.
Modifications of the design and execution reserved.
For customized products, the data of the enclosed drawing is valid.
Only the following box columns (standard) may be used for the above
cranes:
64609 – 121795
64609 – 207135
64609 – 213897
094226_r_de_gb_fr_es_pt_it_drehkr_s
64604
210817 210050 231832
100 125 150
0,7 - 0,8 0,7 - 1,1 0,7 - 1,1
ca. 24 ca. 20 ca. 20
M 10 M 10 M 10
64604
213330 213898
125 220
1,16 0,85 - 1,5
ca. 22 ca. 40
M 10 M 16
haacon hebetechnik gmbh – Telefon +49 (0) 9375 - 84-0 – Fax +49 (0) 9375 - 8466
5. GEnERAl
The swivel jib crane is a Aluminium construction. It is inserted into a
box column, which can be attached to the ground or to the basin edge,
and serves for lifting and lowering, as well as swivelling loads, predo-
minantly in sewage treatment plants.
Manually operated chain hoists or galvanised respectively stainless
steel rope winches are used as hoisting gears.
The crane complies with lifting class H1 from DIN 15018 and is suited
for a total of load changes < 2 x 10
6. Box column FASTEnInG
The box columns must be attached sufficiently and according to the
following regulations.
The operator and/or the company assigned by him for carrying out
the mounting are responsible for this. The correct construction of the
mounting must be confirmed (e.g. with mounting protocol).
6.1 Ground, wall mounting with shear connectors
Basis for dimensioning the anchorage is the „Guideline for the Europe-
an Technical Approval of Metal Anchors for use in Concrete", Appendix
C, technology A, for bonded anchors. They are subject on-site to the
responsibility of an engineer having experience of anchorages and
concrete construction.
The following must be observed:
– Impacts and vibrations are inadmissible.
– Anchors are approved for use indoors and for use outdoors,
if no particularly aggressive conditions are present, e.g.:
– Spraying zone of sea water, constant, alternating immersion
in sea water
– Chloric atmospheres, e.g. in indoor swimming pools
– Extreme chemical contaminations, e.g. such as
– in flue gas desulphurating plants
– Anchors may be set in dry and wet concrete, however not in
boreholes filled with water
– Overhead assembly is inadmissible
– The temperature range for use of the anchorages is
enclosed: 40°C to +50°C (max. long-term temperature) to
+80°C (max. short-term temperature).
The shear connectors must be selected with consideration to the lar-
gest permissible load, with the greatest possible overhang of the crane
for the shear connector system according to approval (ETA-05/0231:
MKT V A4).
concrete/underground
– unripped concrete (pressure zone)
– C20/24 (B25) ≤ Concrete strength class ≤ C50/60 after EN
206:2000-12
– Normal or without reinforcement, without edge reinforcement
– Perfect compression, no significant cavities
– Minimum concrete thickness: (Table measurement ‚h')
Geometrical characteristic values
– Minimum distance to each concrete edge:
(Table measurement ‚c')
– Minimum distance between the shear connectors according to re-
quirements of the mounting holes and/or after drawing (s. point 12).
.
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