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02-8
02-8
S a f e t y
S a f e t y
Soil type
Soil type
Load bearing capacity
Load bearing capacity
kg/cm
kg/cm
2
2
)
)
A
A
Back-filled, naturally compacted ground
Back-filled, naturally compacted ground
0-1
0-1
B
B
Natural, clearly undisturbed ground:
Natural, clearly undisturbed ground:
1.
1. Mud,
Mud, peat,
peat, marshy
marshy soil
soil
0
0
2.
2. Non-cohesive
Non-cohesive ground,
ground, sufficient
sufficient compactly
compactly layered
layered
soil
soil
Fine to medium grained sand
Fine to medium grained sand
Coarse-grained sand to gravel
Coarse-grained sand to gravel
1.5
1.5
2.0
2.0
3.
3. Cohesive
Cohesive ground:
ground:
Sludgy
Sludgy
Soft
Soft
Firm
Firm
Semi-compact
Semi-compact
Hard
Hard
0
0
0.4
0.4
1.0
1.0
2.0
2.0
4.0
4.0
4.
4.
Rock
Rock with
with few
few fissures,
fissures, in
in healthy,
healthy, unweathered
unweathered
condition and in a favorable location:
condition and in a favorable location:
In cohesive layer order
In cohesive layer order
In massive or column-style shape
In massive or column-style shape
15
15
30
30
C
C
Artificially compacted ground:
Artificially compacted ground:
1.
1. Asphalt
Asphalt
5-15
5-15
2.
Concrete
2.
Concrete
Concrete group B I
Concrete group B I
Concrete group B II
Concrete group B II
50-250
50-250
350-550
350-550
If there is any doubt about the load bearing capacity of the ground at
If there is any doubt about the load bearing capacity of the ground at the placement site,
the placement site,
soil tests should be carried out, f
soil tests should be carried out, for example with a penetrometer.
or example with a penetrometer.
Only strong materials may be used for the outrigger pad bases such as properly
Only strong materials may be used for the outrigger pad bases such as properly
dimensioned wooden timbers. In order to ensure that pressure is evenly
dimensioned wooden timbers. In order to ensure that pressure is evenly
distributed over the base surface, the outrigger pads must be positioned in the
distributed over the base surface, the outrigger pads must be positioned in the
center of the suppor
center of the suppor t base.
t base.
2.
2.4.3 Supportin
4.3 Supportin g
g
a)
a) Before operation,
Before operation, all
all the w
the wheels
heels must
must be
be away
away from
from the gr
the ground;
ound;
b)
b) Before extending
Before extending the vertical
the vertical outriggers, extend
outriggers, extend the sliding
the sliding beams to
beams to the specified
the specified
positions;
positions;
c)
c) All the
All the sliding beams
sliding beams must be
must be extended according
extended according to the
to the data in
data in the rated
the rated lifting
lifting
capacity table and secured by pins;
capacity table and secured by pins;
d)
d) Before operation,
Before operation, the crane
the crane must be
must be leveled. Under
leveled. Under any working
any working conditions, the
conditions, the
Caution
Caution
Summary of Contents for QY30V
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