cc2500 1 pdf 4 chart pre statements
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
1/8
CC 2500 - serial no. 59015 8316 Page 1 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
1.0 Capacity Charts
Combination Counterweight [t]
+Central Ballast [t]
SL-
Cwt [t]
SL-Radius
[m]
Track
[m]
No. of
Identity
Page
SH 140 + 30 - - 7.8 166 401 40 1-2
SH 120 + 30 - - 7.8 166 402 40 1-2
SH 120 + 0 - - 7.8 166 403 40 1-2
SH/LH 140 + 30 - - 7.8 166 406 40 1-2
SH/LH 120 + 30 - - 7.8 166 407 40 1-2
SH/LH 120 + 0 - - 7.8 166 408 40 1-2
SH + LF 10/30 140 + 30 - - 7.8 166 416 40 1-9
SH + LF 10/30 120 + 30 - - 7.8 166 417 40 1-9
SH + LF 10/30 120 + 0 - - 7.8 166 418 40 1-9
SH/LH + LF 10/30 140 + 30 - - 7.8 166 419 40 1-9
SH/LH + LF 10/30 120 + 30 - - 7.8 166 420 40 1-9
SH/LH + LF 10/30 120 + 0 - - 7.8 166 421 40 1-9
SSL 140 + 30 0-230 15 7.8 166 431 40 1-7
SSL 120 + 0 0-230 15 7.8 166 432 40 1-7
SSL 140 + 30 0-230 13 7.8 166 435 40 1-7
SSL 120 + 0 0-230 13 7.8 166 436 40 1-7
SSL 140 + 30 0-230 11 7.8 166 439 40 1-7
SSL 120 + 0 0-230 11 7.8 166 440 40 1-7
SSL/LSL 140 + 30 0-230 15 7.8 166 451 40 1-9
SSL/LSL 120 + 0 0-230 15 7.8 166 452 40 1-9
SSL/LSL 140 + 30 0-230 13 7.8 166 455 40 1-9
SSL/LSL 120 + 0 0-230 13 7.8 166 456 40 1-9
SSL/LSL 140 + 30 0-230 11 7.8 166 459 40 1-9SSL/LSL 120 + 0 0-230 11 7.8 166 460 40 1-9
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
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CC 2500 - serial no. 59015 8316 Page 2 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
Combination Counterweight [t]+Central Ballast [t] SL-Cwt [t] SL-Radius[m] Track[m] No. ofIdentity Page
SSL + LF 10/30 140 + 30 0-120 15 7.8 166 422 40 1-21
SSL + LF 10/30 120 + 0 0-120 15 7.8 166 423 40 1-21
SSL + LF 10/30 140 + 30 0-120 13 7.8 166 424 40 1-21
SSL + LF 10/30 120 + 0 0-120 13 7.8 166 425 40 1-21
SSL + LF 10/30 140 + 30 0-120 11 7.8 166 426 40 1-21
SSL + LF 10/30 120 + 0 0-120 11 7.8 166 427 40 1-21
SSL/LSL + LF 10/30 140 + 30 0-120 15 7.8 166 493 40 1-27
SSL/LSL + LF 10/30 120 + 0 0-120 15 7.8 166 494 40 1-27
SSL/LSL + LF 10/30 140 + 30 0-120 13 7.8 166 495 40 1-27
SSL/LSL + LF 10/30 120 + 0 0-120 13 7.8 166 496 40 1-27
SSL/LSL + LF 10/30 140 + 30 0-120 11 7.8 166 497 40 1-27
SSL/LSL + LF 10/30 120 + 0 0-120 11 7.8 166 498 40 1-27
Abbreviations: SL: superlift
SL-cwt: superlift-counterweight
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
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CC 2500 - serial no. 59015 8316 Page 3 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
2.0 Absolutely observe the instructions from the operation manual.
3.0 Function of Safe Load Indicator (SLI), limit switches, etc. shall be checked prior to using the
crane.
4.0 Rated loads at rated radii shall not be exceeded, i.e. when picking up the load, any changes in
radius caused by the deflection of the boom system shall be rectified accordingly.
The capacity charts include marked loads, which do not reach the ground in case of reeving
according to regulations. With the following formula, the max. height h of the hook block over
the ground can be calculated approximately.
IE)HIHA(LHI)(HAh HS
++= HA =
HI =
LHS =
IE =
main boom length
jib length
length of hoist rope (ref. 8.0)
no. of reevings in hoist lifting block
5.0 The load ratings shown on the capacity charts shall apply on the following conditions:
The crane shall be in level position (0.5%).
The supporting surface shall be sufficiently firm to bear the occuring ground bearing pressures.
Max. ground bearing pressures (including load factor 1.13) :
with 1.5 m crawler pads:
SH 152.8 N/cm SH/LH 91,9 N/cm
SSL 139,6 N/cm SSL/LSL 99,5 N/cm
SW 91,8 N/cm
SWSL 85 97,3 N/cm SWSL 75 81,9 N/cm
SFSL 15 99,9 N/cm
SH + LF 67,5 N/cm SH/LH + LF 62,9 N/cm
SSL + LF 86,9 N/cm SSL/LSL + LF 86,3 N/cm
Max. surface pressures under wheel on superlift-cwt. carrier 91.0 N/cm (9 bar tyre pressure)
Max. surface pressures under support on superlift-cwt. carrier 100 N/cm
Max. surface pressures under superlift-cwt. frame 46 N/cm
More detailed information on request.
6.0 All crane movements shall be carried out such that to avoid jerking and shall be performed at a
speed appropriate for the rigging condition and load case.
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
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CC 2500 - serial no. 59015 8316 Page 4 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
7.0 Hook Blocks
Type Capacity
[t]
Number of Sheaves Weight
[kg]
2x200t 400 2 x 7 6700
2x160t * 308 2 x 5 6400
100t 100 3 3400
50t 44 1 1700
15t 15 (Single line hook) 900
* not part of delivery scope
The double hook blocks can be convected into single line hook blocks.
The rated loads include the weight of hook block and lifting tackle and their weight shall be
substracted from the listed ratings.
7.1 Due to the danger of tipping backwards of jib, a hook block with a minimum weight is required. For
this reason, the following hook blocks must be used with the combinations listed.
Configu-
ration
Boom Combinations Min. weight
required *
i.e. Hook Blocks
Mainboom[m]
Jib[m] [t]
Capacity[t]
Weight[t]
SWSL,
SFSL
72,66
60,54
72
24
24
30
6,4
3,4
3,4
2x160
100
100
6,4
3,4
3,4
SW 60,54 24 3,4 100 3,4
* with max. wind pressure (60 N/m)
For all other SWSL/SFSL-combinations mustbe usedthe 50t-hook block (weight =1,7t).
8.0 Max. permissible line pull and lengths of hoist lines
permissible line pull
[kN]
length of hoist line
[m]
Hoist 1: 146,1 700
Hoist 2: 146,1 700
Hoist 3: 146,1 700
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
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CC 2500 - serial no. 59015 8316 Page 5 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
9.0 The safe load indicator shall be set in compliance with the DS-code no. stated on the duty
charts. The max. required reeving is programmed in the SLI. Should it be chosen to reduce thereeving, the SLI shall be set accordingly.
10.0 Wind speeds - dynamic wind pressures
also see instructions in the operating manual and supplements for increased permissible wind speeds
For the wind speeds of 9.8 m/s (dynamic wind pressure 60 N/m) taken into account in the duty charts,
the wind area of the load is taken as 1.2 m/t.
Correspondingly higher or lower wind speeds (dynamic wind pressures) are part of other wind areas
of the loads; however, the following maximum permissible wind speeds and dynamic wind pressures
must not be exceeded:
Main Boom Operation:
Length of Main Boom
[m]
Wind Speed
[m/s]
Dynamic Wind Pressure
[N/m]
up to 36 15.0 140
42 up to 66 13.8 120
72 up to 84 11.3 80
exceeding 84 9.8 60
Jib Operation:
Length of Main Boom
Length of Jib [m]
Wind Speed
[m/s]
Dynamic Wind Pressure
[N/m]
up to 48
up to 42
13.8 120
up to 48
48 to 72
11.3 80
54 to 84
up to 42
10.6 70
exceeding 54
exceeding 48
9.8 60
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
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CC 2500 - serial no. 59015 8316 Page 6 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
The following examples show the permissible wind area of the load, taken as 1.0 m/t in the interest of
safety, at a dynamic wind pressure of 60 N/m.
Example 1: given: load 200 t, wind pressure 145 N/m
sought: permissible wind area AWperm .
At a dynamic wind pressure of 60 N/m the permissible wind area of this load is 200 m.
AWperm. =200 60
145
2 2
2
m x N m
N m
/
/= 82.7 m
Example 2: given : load 200 t, wind area 100 msought: permissible wind pressure
permp
.
permissible wind speed vperm.
At a dynamic wind pressure of 60 N/m the permissible wind area of this load is 200 m.
pperm.=200 60
100
2 2
2
m x N m
m
/= 120 N/m
perm perm
v p
. . . .= = 1 6 13 8m/s
This example is only valid when the main boom length does not exceed 66 m.
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
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CC 2500 - serial no. 59015 8316 Page 7 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
11.0 Driving with load and without load
General:
Driving without load:
In case of driving without load the boom angles have to be set according to the parking
regulations.
Driving with load:
The crane can be driven with a load in any boom combination.
When driving with load, the capacity charts apply.
Loads should always be driven at the minimum possible radius and near to the ground.
When driving with a load, speed range 1 must always be selected. Changes in the direction of
travel should be made as slowly as possible.
The load must always be prevented from swinging to and fro (it should be lashed if necessary).The ground must be even and capable of bearing weight (see soil pressure values).
Driving with a load is permissible up to a max. wind speed of 9.8 m/s.
Lower wind speed values on the corresponding capacity charts must be observed.
Operating mode Configuration perm. Inclination Conditions/Restrictions
Driving without load
Boom along longitudinal
crawler axis
HA + HI 72m 10 on the whole
3 diagonally- boom slope sided
- no restriction of travelling road
HA + HI > 72m 5 on the whole
2 diagonally
boom 360 HA + HI 72m 3 on the whole
HA + HI > 72m 2 on the whole
Driving with load on even ground (inclination < 0.3, max. speed 0.5 km/h)boom along longitudinal
crawler axis
all lengths 0.3 - no restriction of travelling road
boom 360 all lengths 0.3 - positioning of loads up to a
travelling road of max. 20 m
Driving with load on inclined ground (inclination > 0.3, max. speed 0.5 km/h)
only main boom 360HA 72m 1
2
- reduction of capacity: 20%
- reduction of capacity: 30%
HA > 72m 1 - reduction of capacity: 30%
main boom and jib 360HA + HI 72m 1
2
- reduction of capacity: 30%
- reduction of capacity: 40%
HA + HI 108m 1 - reduction of capacity: 40%
HA + HI > 108m
1 - reduction of capacity: 50%
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7/21/2019 CC2500 1 PDF 4 Chart Pre Statements
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CC 2500 - serial no. 59015 8316 Page 8 of 8
Notes on Crane Operation according to
DIN 15019.2 / prEN 13000, Hoisting Class H1, Power Plant Group 1Bm
8316.2, Gla 03.12.01 Notes on crane operation - 59015.doc
12.0 Notes on Superlift
All capacities with 0t superlift counterweight are defined with unmounted superlift carrier or superlift
frame.
Dead weight Superlift-counterweight carrier: 20.0 t
13.0 Notes on Runner
There are no capacity charts for Runner. The capacities on the Runner are directly calculated. Runner
is possible on all configurations except all configurations with LF !
With the following formula, the capacity on Runner can be calculated approximately.
t25mm0,5UFLCAPCAP WUH = RUN
CAPH = capacity ref. chart with load on boom head next to runner
UFL = weight of hook block on boom head next to runner
m WU = mass of jib suspension rods (if lying on main boom)
m RUN = mass of Runner (excluding the hook block on Runner) about 750kg
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