B/37
EXTENSION
(mt)
PRESSURE
(kg/cm)
7 mt
8 mt
9 mt
10 mt
11 mt
12 mt
13 mt
14 mt
16 mt
17 mt
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
10 kg/cm
2
(fig. 2/B) “Maximum pressure exercised on the ground by
the stabiliser feet” Table
(fig. 3/B) Allowed surface pressure on varying ground types
(fig. 4/B) Dimension of the support surface compared
to the geomorphic characteristics of the ground
(fig. 5/B) Machine positioned on an escarpment
Type of ground,
geomorphologic
specifications
Allowed surface
pressure
Kg/cm
2
N/mm
2
Loose,
non-compacted ground
Limey, peaty,
pasty ground
Coherent, soft ground
Incoherent, well compacted
ground, sand, gravel
Coherent
ground
Rock, concrete, road surface
suitable for the transit of
heavy goods vehicles
Generally not
solid, requires
special measures
Solid
Semi solid
Hard
1.0
0.1
2.0
0.2
2.0
0.2
4.0
0.4
Over 10.0
Over 1.0
Allowed surface pressure
Necessary support surface
Maximum
load
bearing
capacity
Support surface specifications
Foot of the escarpment
Distance “a” from the foot of the escarpment must
adequate in terms of height "h" of the escarpment.
If the subsoil is good:
In case of doubt:
EVALUATE THE CONSISTENCY OF THE GROUND
The ground on which the telehandler is positioned must be
able to support the machine and its maximum load.
- ATTENTION -
If the ground under the telehandler collapses,
the machine may roll over.
- Comply with the following indications to avoid overtur-
ning the machine:
Ask your employer (works manager, construction assi-
stant) if there may be any hidden cavities below the sta-
bilisers (pipelines, wells, old cisterns, basement ceilings,
manure pits, etc.)
The operator must evaluate the consistency of the
ground, using the tables and graphs provided. In case
of doubt, consult the civil engineer present on the site
or seek the advice of an external engineer.
Depending on the type of ground and its geomorphologic
characteristics, the subsoil can only support a limited
quantity of stress. The table in fig.3/B indicates the allowed
surface pressure underneath the telehandler stabilisers.
On the basis of the “
Maximum pressure exercised on the
ground by the stabiliser feet
” Table (fig.2/B) and the data
extracted from the table in fig.3/B, “
Allowed surface pres
-
sure on varying ground types
”, it is possible to deduct the
necessary support surface (increased support bases).
- ATTENTION -
Always seek the advice of a civil engineer for the most
reliable and exact evaluation possible of the ground
where you intend to work and the dimensions of the
support plates.
- ATTENTION -
On request,
DIECI
can provide enlarged base supports.
Содержание Agri Farmer
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Страница 4: ...Mod Agri Farmer...
Страница 11: ...A 1 INTRODUCTION GUARANTEE VEHICLE IDENTIFICATION A...
Страница 18: ...A 8 Introduction Guarantee Vehicle Identification Mod Agri Farmer...
Страница 20: ...A 10 Introduction Guarantee Vehicle Identification Mod Agri Farmer...
Страница 21: ...B 1 B SAFETY REGULATIONS...
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Страница 237: ...E 1 E electrical diagrams and circuits...
Страница 238: ...E 2 Wiring diagrams and circuits Mod Agri Farmer...
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Страница 254: ...E 18 Wiring diagrams and circuits Mod Agri Farmer...
Страница 263: ...G 1 TECHNICAL DATA AND TECHNICAL FEATURES G...
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