new challenges for mobile cranes due to increasing hub...
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New challenges for mobile
cranes due to increasing hub
heights in the wind mill
industries
Presented by Hans-Dieter Willim, LIEBHERR Werk Ehingen GmbH
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Why is the hub height continously increasing??
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Comparison of a 77 m rotor on 90 m and 125 m hub height
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At 90 m hub height the
wind speed is increasing
very much with height.
The lower blade gets less
wind pressure than the
upper blade, this results in
cyclic loading of the rotor
bearing
At 125 m hub height the
increase of wind speed is
moderate
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Increasing hub Height
Source:
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Increasing Hub Heights in Germany
http://windmonitor.iwes.fraunhofer.de/windmonitor_de/3_Onshore/2_technik/4_anlagengroesse/
Average hub
heightAverage rotor
diameter 2015:
125 m
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Example of a new wind mill
Hub height up to 159 m,
required lifting height of
crane: 170 m
Full power output starts at 13 m/s wind speed:
High probability for winds exceeding 13 m/s
during mounting of the wind mill!
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Increasing hub heights for wind
mills with integrated water tank
Gaildorf
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Function
Water tank integrated
in the foundation
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200 m
Power station
max.32 MW
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Diameter 2.5 m
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Diameter of
water tank 63 m
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Hans-Dieter Willim 11
If h = 15 m: 47 000 m³
200 m difference in altitude: 13 000 kWh
each wind mill (estimated efficiency
50%), approx. 4 h with 3 MW
The erecting crane needs
more distance to the
center of the tower
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Increasing
lifting
height by
40 m due
to the
additional
water tank
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Hub height: 178 m
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Summary
The hub heights of wind
mills are exceeding 160 m
in Europe
Crane boom lengths are
exceeding 170 m
Extreme long booms will be
used frequently
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What
challenges
are rising up
for the crane
due to the
increasing
lifting
heights?
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Supporting base of the crane
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The
supporting
base of the
crane has not
increased
with the boom
length!!
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Total
center of
gravity
of crane
and
load is
very
high up
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Stability
The Criteria tipping angle
is important on long
booms in all directions
LG 1750,
165 m + 12 m
LR 1750,
165 m + 12 m
Extreme long booms:
According to the very
high center of gravity
and the small supporting
base, a small amount of
energy is required to tilt
the crane
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Very little potential
energy required to
tilt the column
A lot of potential
energy required to
tilt the column
a
a
Tipping angle
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Big tipping
angle
Small tipping
angle
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Tipping angle
in EN 13000
Tipping angle calculation
to take accelerations and
decelerations into account
The standard EN 13000
only asks for a tipping
angle in boom direction,
not transversal to the
boom direction
EN 13000 will be
amended accordingly
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Moving with long booms
Due to the high
center of gravity
moving of
erected cranes
with long booms
is very risky!
21Hans-Dieter Willim
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Willim, LIEBHERR Werk Ehingen GmbH
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Climbing on mats
When climbing on mats ground
pressures are increasing
dramatically
Willim, LIEBHERR Werk Ehingen GmbH
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Side loadings on crane booms can increase with
boom length
Mobile crane booms can bear only limited side
forces
Side forces can result from slewing accelerations or
decelerations, wind on crane and load or from an
unlevelled crane
Side forces are bending the boom sidewards, the
vertical force of the load is bending the boom further
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Elastic side deformation of
the crane`s boom
Example:
LR 1600/2 with 156/F12
• 0.3°unlevelled: 5.4 m
• 0.3° + 9 m/s: 7.9 m
• 0.3° + 12.8 m/s: 10,5 m
Crawler base: 8.4 m
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load
10.5 m
Therefore we have not increased the
boom length on the LR 1600/2 further
Longer booms: LG/LR 1750 SX
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Side load test with strain gage measuring according to SAE J 987
Side load test
with 2% of load
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Side
deflection
The side
deflection is
increasing with
the boom
length!
The boom is
highly loaded
due to the side
bending
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Long booms
A perfect levelling of a mobile crane
with long boom is essential for safety
If the crane is 0.3° out of level (max.
allowable according to EN 13000, B30.5)
the tip of a 160 m boom will have a side
movement of approx. 1.5 m without
load!
Side inclination and strong side wind
on the load and the boom adds up!
Ground pressures will increase!
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Levelling of the crane
• With increasing boom
length it is very
important that the
crane is accurately
levelled!
• Crawler cranes
equipped with
outriggers or LG
cranes can be levelled
more accurately
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Additional outrigger forces
Depending on boom length and surface area of
the load the additional outrigger forces can
increase up to
35%
due to wind and elasticity of the crane
These additional outrigger forces are not included in
the operation planning systems of the manufacturer
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Challenges: buckling of long booms
If the length of a boom is increasing from 100 m to
150 m without changing the cross section, the
bearable load is decreasing by 56%
Much stronger booms are required
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For extreme
long booms a
stiffer design is
required
The CC8800-1 with the „boom booster“
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Stiffer booms
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Stiffer booms
The LG 1750 will be
equipped with additional „X“
sections for higher
capacities on longer booms
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Boom supports required for erection
Boom
support
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Long booms require a lot of empty space for
erection
Source: CC3800
Internet
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Long booms
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Erection of wind mills in forests
Limited space for mounting of crane and
rotor
WIND KRAFT Journal, Ausgabe 4/2011, Seite 20
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Erecting on the hill
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Wind and long booms
The wind
speed
increases with
height!
The wind risk
is increasing
with the boom
length!
Heig
ht
ab
ove g
rou
nd
ground
Turbulences close to ground
Wind speed
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Longer booms
For a rotor lift the weather
window will be smaller:
more frequently too high
wind speeds
Downtime of the crane due
to high winds will
increase
It might be cheaper to use
the next size of crane
which allows higher wind
speeds
Hans-Dieter Willim 40
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Single blade installation: reduced wind risk
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Check future wind speed
Check the wind
speed forecast
constantly
during the time
the boom is
erected
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wind
Wind on long crane booms when moving the crane
While moving the
crane with a long
boom, the ground
pressure under
the crawlers can
increase a lot due
to wind forces on
the boom!
Willim, LIEBHERR Werk Ehingen GmbH
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Moving the crane with a long boom
Q: WIND KRAFT Journal, Ausgabe 1/2011, Seite 26
The danger will increase if
cranes are moved with long
booms under high wind
speed conditions according
to:
the high center of gravity,
The wind area of the boom
The big lever arm of the
wind forces
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Wind on crane boom
WIND KRAFT Journal, Ausgabe 1/2011, Seite 26
Wind on long crane booms increases ground
pressures ! Q: WIND KRAFT Journal, Ausgabe 1/2011, Seite 26
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Wind risk for long booms out of service
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Decision to lower down the boom to the ground
If the wind forecast predicts
strong winds the following
decisions must be taken:
Is the predicted wind speed
higher than the allowable wind
speed to leave the crane
erected?
Yes: lower down the boom
system to the ground before the
wind speed gets higher than the
allowable value for erection/take
down of boom
No: position the
crane booms
according to the
wind chart of the
crane
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Decision: lowering of boom or leave it standing
The decision to lower down the
boom system shall be taken
according to the weather
forecast
Attention: the max.
wind speed for
lowering the boom
system can be less
than the wind speed
for parking the crane
exampel: LR 11350
S 114 D42 W84
S 87°,W 46°
Max. wind speed with
closed slewing gears
Max. wind speed for
slewing against the wind
Max. wind speed for
lowering or erecting of
boom
300 t200 t
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For more information please see
the LIEBHERR leaflet and video
LIEBHERR leaflet and film
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ICSA International Crane Stakeholders Association
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Wind from the back with long booms
Q: Enercon
wind
Due to the wind forces on the
crane boom and the load, the
display of the rated capacity
limiter displays more load
If the crane capacity is at it´s limit, the
rated capacity limiter will cut off
European cranes delivered after may
2010: in overload mode the speed is
reduced to 15 %
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Long booms and tag lines
With increasing hub height the
horizontal component of the
tag line force is reduced
WIND KRAFT Journal, Ausgabe 3/2011, Seite 4
To control the blade
or the rotor by
taglines gets worse
with increasing hub
heights
WIND KRAFT Journal, Ausgabe 6/2009, Seite 24
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0G/2 x µ = 0.45 t
Tag lines
With increasing hub height the angle α
is increasing. Therefore the horizontal
component of the force is very small
WIND KRAFT Journal, Ausgabe 3/2011, Seite 4
On slippery ground (µ = 0.1)
the fork lift cannot hold the
rotor
αG=9t
G/2 G/20.45 t
4.5 t
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Single blade installation
reduces the danger of
high side loads to the
crane´s boom by strong
wind gusts
Guiding of the blades is
required as the center
of gravity and the center
of the wind area is
different
Single blade installation
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LIEBHERR Single Line Guiding System
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Option on LG and LR 1750
Ropes to the blade
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Working with long booms at deep
temperatures
Due to ice in the groove of the sheave,
the rope can come out of the sheave!
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Frequent erection of extreme long booms
For erection of these long
booms the highest rope pull
on the erection winches is
required
According to the big lifting
heights the full rope length is
necessary with the max. rope
pull
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Wire ropes are getting wear
parts!
The additional costs for
replacement ropes must be
taken into account
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Twist of the hoist ropes on long booms
With increasing boom length the
tendancy of the hoist ropes to twist
around each other is increasing: The
hook block starts to twist
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Hook block for LG and LR 1750 with X boom
• Special anti twist design with a wide distance of sheave blocks
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Inclination display of ballancer
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Thank you for your attention
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