WOLFF 355 B Manual

Slewing tower crane
English
English
WOLFF 355 B
Technical information
TI_2017-3
WOLFF 355 B

Published by
WOLFFKRAN GmbH
Austraße 72
74076 Heilbronn
Germany
Phone [phone]
Fax [phone]
www.wolffkran.com
[email protected]
Copyright
This documentation including all of its subsections is protected by copyright laws.
Any type of use or modification outside of the stringent limits of the copyright laws without permission
of WOLFFKRAN GmbH is prohibited and subject to penalties.
This applies particularly for copying, translation, microfilming and storage and processing in electronic
systems.
At the time of printing, the information, data, illustrations and notes comprised in this manual were up-
to-date.
Subject to change of design, error and typos.
Stand: 03/2017
2 TI_2017-3WOLFF 355 B

Table of contents
Schedule drawing1 7
Schedule drawing WOLFF 355 B1.1 7
Load carrying capacities2 8
Table of load carrying capacity WOLFF 355 B (1 fall operation)2.1 9
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (1 fall operation)2.2 10
Table of load carrying capacity WOLFF 355 B (2 fall operation)2.3 11
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (2 fall operation)2.4 12
Table of load carrying capacity WOLFF 355 B (1 fall operation, BOOST)2.5 13
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (1 fall operation,2.6
BOOST)
14
Table of load carrying capacity WOLFF 355 B (2 fall operation, BOOST)2.7 15
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (2 fall operation,2.8
BOOST)
16
Tower combinations3 17
Tower combinations on foundation (slewing section with TV 20 - connection)3.1 18
Tower combinations on foundation (slewing section with HT 23 - connection)3.2 33
Tower combinations on cross frame (slewing section with TV 20 - connection)3.3 42
Tower combinations on cross frame element (slewing section with TV 20 - connection)3.4 53
Tower combinations on mobile cross frame (slewing section with TV 20 - connection)3.5 56
Tower combinations on undercarriage (slewing section with TV 20 - connection)3.6 66
Foundation loads / central ballast weights / corner loads in compliance with EN 14439 /4
EN 13001
69
Foundation loads slewing section with TV 20 connection (jib 30 m - 40 m)4.1 71
Foundation loads slewing section with TV 20 connection (jib 45 m - 50 m)4.2 72
Foundation loads slewing section with TV 20 connection (jib 55 m - 60 m)4.3 73
Foundation loads slewing section with HT 23 connection (jib 30 m - 40 m)4.4 74
Foundation loads slewing section with HT 23 connection (jib 45 m - 50 m)4.5 75
Foundation loads slewing section with HT 23 connection (jib 55 m - 60 m)4.6 76
Operating speeds5 77
Out of service positions6 81
Table of contents
3TI_2017-3 WOLFF 355 B

Package list7 83
Package list 355 B7.1 83
Assembly weights8 85
Counterweight blocks8.1 85
Counterweight block, 6.2 t8.1.1 86
Counterweight block, 8.0 t8.1.2 87
Counterweight block, 8.0 t8.1.3 88
Counterweight block, 6.2 t with edge protection8.1.4 89
Counterweight block, 8.0 t with edge protection8.1.5 91
Counterweight block, 8.0 t with edge protection8.1.6 92
Total weight jib assembly8.2 93
Assembly weight slewing section8.3 94
Assembly weight cross frame8.4 95
Assembly weights traveling cross frame8.5 96
Assembly weight cross frame elements8.6 97
Assembly weight undercarriage8.7 98
Required hook height for mobile cranes8.8 99
Assembly diagrams9 100
Jib attachment diagram9.1 100
Jib attachment diagram 60 m to 45 m9.1.1 101
Jib attachment diagram 40 m to 30 m9.1.2 102
Counterjib lifting diagram9.2 103
Jib brace diagram9.3 105
Arrangement of standard railings9.4 108
Standard railings (NG) and accessories9.4.1 108
Arrangement of standard railings9.4.2 109
Support blocks for brace9.5 111
Suitable climbing devices10 113
Outer climbing devices10.1 114
Outer climbing device KWH 20.6 / KWH 20.6.1 / KWH 20.6.210.1.1 115
Outer climbing device KWH 23 / KWH 23.110.1.2 116
Inner climbing devices10.2 117
Inner climbing device KSH 20 SH10.2.1 118
Table of contents
4 TI_2017-3WOLFF 355 B

Inner climbing device KSH 23/ KSH E 2310.2.2 121
Arrangement of counterweight blocks11 125
5TI_2017-3 WOLFF 355 B

1 Schedule drawing
1.1 Schedule drawing WOLFF 355 B
x
[X] max. hook height above ground
Data WOLFF 355B
Item Data
Crane type BGL GROUP C.0.11.0355
Design Overhead travelling crane with top slewing luffing
jib, with climbing feature
Type of setup Stationary or traveling
Basis of calculation EN
Load moment max. 5100 kNm
Hoist winch Hw 28110FU / Hw 28132FU
7
1 Schedule drawing
TI_2017-3 WOLFF 355 B

2 Load carrying capacities
!
NOTICE
WOLFF-Boost
With the WOLFF-Boost function, the load is allowed to exceed the load torque
range specified for the lifting capacities by up to 10%. This is, however, sub-
ject to the restriction that hoisting gear and trolley drive (trolley crane)
respectively hoisting gear and derricking gear (luffing crane) must only be
moved alternatingly.
8
2 Load carrying capacities
TI_2017-3WOLFF 355 B

2.1 Table of load carrying capacity WOLFF 355 B (1 fall operation)
14.0 t
Operating radius
[m]
20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0
JL
[m]
60 5.4 - 27.0 14.0 14.0 12.2 9.8 8.1 6.7 5.6 4.7 4.0 LCC
[t]
55 5.0 - 28.0 14.0 14.0 12.8 10.5 8.7 7.3 6.2 5.3
50 4.5 - 29.5 14.0 14.0 13.7 11.3 9.5 8.1 7.0
45 4.1 - 31.0 14.0 14.0 14.0 12.2 10.4 9.0
40 3.6 - 33.5 14.0 14.0 14.0 13.4 11.6
35 3.2 - 34.5 14.0 14.0 14.0 13.8
30 2.7 - 30.0 14.0 14.0 14.0
JL Jib length
LCC Load carrying capacity
The load carrying capacity is related to a tower height of 40.5 m. Tower heights greater than that reduce
the maximum load carrying capacity by the weight of the additional hoisting ropes (one fall operation =
3.25 kg per meter of the hook range).
9
2 Load carrying capacities
TI_2017-3 WOLFF 355 B

2.2 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B
(1 fall operation)
Operating radius Jib length [m]
[m] 30 35 40 45 50 55 60
26 14000 14000 14000 14000 14000 14000 14000
27 14000 14000 14000 14000 14000 14000 14000
28 14000 14000 14000 14000 14000 14000 13350
29 14000 14000 14000 14000 14000 13390 12750
30 14000 14000 14000 14000 13700 12800 12200
31 14000 14000 14000 13170 12280 11650
32 14000 14000 13500 12670 11780 11160
33 14000 14000 13030 12190 11310 10690
34 14000 13780 12580 11740 10870 10260
35 13800 13400 12200 11300 10500 9800
36 12970 11770 10920 10060 9450
37 12600 11390 10540 9690 9090
38 12250 11040 10180 9340 8740
39 11920 10700 9840 9000 8410
40 11600 10400 9500 8700 8100
41 10080 9210 8380 7790
42 9790 8920 8090 7510
43 9510 8640 7820 7230
44 9250 8370 7560 6980
45 9000 8100 7300 6700
46 7880 7070 6490
47 7640 6840 6260
48 7420 6620 6050
49 7210 6400 5840
50 7000 6200 5600
51 6010 5440
52 5820 5260
53 5640 5080
54 5470 4910
55 5300 4700
56 4580
57 4430
58 4280
59 4140
60 4000
10
2 Load carrying capacities
TI_2017-3WOLFF 355 B

2.3 Table of load carrying capacity WOLFF 355 B (2 fall operation)
28.0 t
Operating radius
[m]
20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0
JL
[m]
60 - ---------LCC
[t]
55 - ---------
50 4.5 - 16.0 21.7 16.7 13.4 11.0 9.2 7.8 6.7
45 4.1 - 16.5 22.7 17.6 14.3 11.9 10.1 8.7
40 3.6 - 17.0 23.6 18.7 15.4 13.1 11.3
35 3.2 - 17.5 24.4 19.3 15.9 13.5
30 2.7 - 18.0 25.3 20.3 17.0
JL Jib length
LCC Load carrying capacity
The load carrying capacity is related to a tower height of 40.5 m. Tower heights greater than that reduce
the maximum load carrying capacity by the weight of the additional hoisting ropes (2 fall operation = 6.5
kg per meter of the hook range).
11
2 Load carrying capacities
TI_2017-3 WOLFF 355 B

2.4 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B
(2 fall operation)
Operating radius Jib length [m]
[m] 30 35 40 45 50 55 60
16 28000 28000 28000 28000 28000 - -
17 28000 28000 28000 27100 26160 - -
18 28000 27190 26390 25460 24520 - -
19 26550 25710 24940 23990 23050 - -
20 25300 24400 23600 22700 21700 - -
21 24070 23170 22470 21470 20540 - -
22 23000 22070 21400 20380 19460 - -
23 22020 21070 20420 19390 18470 - -
24 21130 20150 19530 18480 17560 - -
25 20300 19300 18700 17600 16700 - -
26 19540 18520 17950 16870 15950 - -
27 18830 17800 17240 16150 15240 - -
28 18180 17130 16590 15480 14580 - -
29 17570 16500 15980 14860 13960 - -
30 17000 15900 15400 14300 13400 - -
31 15370 14880 13750 12840 - -
32 14860 14390 13240 12340 - -
33 14380 13920 12760 11860 - -
34 13930 13480 12320 11420 - -
35 13500 13100 11900 11000 - -
36 12670 11490 10600 - -
37 12300 11120 10220 - -
38 11950 10760 9870 - -
39 11620 10420 9530 - -
40 11300 10100 9200 - -
41 9790 8900 - -
42 9500 8610 - -
43 9220 8330 - -
44 8950 8070 - -
45 8700 7800 - -
46 7570 - -
47 7340 - -
48 7120 - -
49 6900 - -
50 6700 - -
51 - -
52 - -
53 - -
54 - -
55 - -
56 - -
57 - -
58 - -
59 - -
60 - -
12
2 Load carrying capacities
TI_2017-3WOLFF 355 B

2.5 Table of load carrying capacity WOLFF 355 B (1 fall operation,
BOOST)
14.0 t
Operating radius
[m]
20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0
JL
[m]
60 5.4 – 29.0 14.0 14.0 13.4 10.8 8.9 7.4 6.2 5.2 4.4 LCC
[t]
55 5.0 – 30.2 14.0 14.0 14.0 11.5 9.6 8.0 6.8 5.8
50 4.5 – 31.9 14.0 14.0 14.0 12.5 10.5 8.9 7.7
45 4.1 – 33.7 14.0 14.0 14.0 13.4 11.4 9.9
40 3.6 – 36.7 14.0 14.0 14.0 14.0 12.8
35 3.2 – 35.0 14.0 14.0 14.0 14.0
30 2.7 - 30.0 14.0 14.0 14.0
JL Jib length
LCC Load carrying capacity
The load carrying capacity is related to a tower height of 40.5 m. Tower heights greater than that reduce
the maximum load carrying capacity by the weight of the additional hoisting ropes (one fall operation =
3.25 kg per meter of the hook range).
13
2 Load carrying capacities
TI_2017-3 WOLFF 355 B

2.6 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B
(1 fall operation, BOOST)
Operating radius Jib length [m]
[m] 30 35 40 45 50 55 60
26 14000 14000 14000 14000 14000 14000 14000
27 14000 14000 14000 14000 14000 14000 14000
28 14000 14000 14000 14000 14000 14000 14000
29 14000 14000 14000 14000 14000 14000 14000
30 14000 14000 14000 14000 14000 14000 13400
31 14000 14000 14000 14000 13510 12820
32 14000 14000 14000 13940 12960 12280
33 14000 14000 14000 13410 12440 11760
34 14000 14000 13840 12910 11960 11290
35 14000 14000 13380 12450 11510 10820
36 14000 12950 12010 11070 10400
37 13860 12530 11590 10660 10000
38 13480 12140 11200 10270 9610
39 13110 11770 10820 9900 9250
40 12760 11420 10470 9550 8900
41 11090 10130 9220 8570
42 10770 9810 8900 8260
43 10460 9500 8600 7950
44 10180 9210 8320 7680
45 9900 8930 8030 7400
46 8670 7780 7140
47 8400 7520 6890
48 8160 7280 6660
49 7930 7040 6420
50 7700 6820 6200
51 6610 5980
52 6400 5790
53 6200 5590
54 6020 5400
55 5830 5210
56 5040
57 4870
58 4710
59 4550
60 4400
14
2 Load carrying capacities
TI_2017-3WOLFF 355 B

2.7 Table of load carrying capacity WOLFF 355 B (2 fall operation,
BOOST)
28.0 t
Operating radius
[m]
20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0
JL
[m]
60 - ---------LCC
[t]
55 - --------
50 4.5 – 17.4 23.9 18.4 14.7 12.1 10.1 8.6 7.4
45 4.1 – 18.0 24.9 19.4 15.7 13.1 11.1 9.6
40 3.6 – 18.6 26.0 20.6 17.0 14.4 12.4
35 3.2 – 19.2 26.8 21.2 17.5 14.9
30 2.7 – 19.8 27.8 22.3 18.7
JL Jib length
LCC Load carrying capacity
The load carrying capacity is related to a tower height of 40.5 m. Tower heights greater than that reduce
the maximum load carrying capacity by the weight of the additional hoisting ropes (two fall operation = 6.5
kg per meter of the hook range).
15
2 Load carrying capacities
TI_2017-3 WOLFF 355 B

2.8 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B
(2 fall operation, BOOST)
Operating radius Jib length [m]
[m] 30 35 40 45 50 55 60
16 28000 28000 28000 28000 28000 - -
17 28000 28000 28000 28000 28000 - -
18 28000 28000 28000 28000 26970 - -
19 28000 28000 27430 26390 25360 - -
20 27780 26820 26000 24940 23910 - -
21 26480 25490 24720 23620 22590 - -
22 25300 24280 23540 22420 21410 - -
23 24220 23180 22460 21330 20320 - -
24 23240 22170 21480 20330 19320 - -
25 22330 21230 20580 19400 18390 - -
26 21490 20370 19750 18560 17550 - -
27 20710 19580 18960 17770 16760 - -
28 20000 18840 18250 17030 16040 - -
29 19330 18150 17580 16350 15360 - -
30 18700 17510 16950 15720 14720 - -
31 16910 16370 15130 14120 - -
32 16350 15830 14560 13570 - -
33 15820 15310 14040 13050 - -
34 15320 14830 13550 12560 - -
35 14850 14370 13080 12100 - -
36 13940 12640 11660 - -
37 13530 12230 11240 - -
38 13150 11840 10860 - -
39 12780 11460 10480 - -
40 12430 11110 10130 - -
41 10770 9790 - -
42 10450 9470 - -
43 10140 9160 - -
44 9850 8880 - -
45 9570 8590 - -
46 8330 - -
47 8070 - -
48 7830 - -
49 7590 - -
50 7370 - -
51 - -
52 - -
53 - -
54 - -
55 - -
56 -
57 -
58 -
59 -
60 -
16
2 Load carrying capacities
TI_2017-3WOLFF 355 B

3 Tower combinations
DANGER
Usage of incorrect tower combinations.
The slewing tower crane may overturn.
1) Use the specified tower combinations.
2) If you need another tower combination that is not specified here, please
contact WOLFFKRAN to get an approved alternative setup in writing.
!
NOTICE
All tower combinations apply to free standing slewing tower cranes without
climbing gear.
!
NOTICE
For tower combination with tower element TV 25 and UV 25 please contact
WOLFFKRAN.
17
3 Tower combinations
TI_2017-3 WOLFF 355 B

3.1 Tower combinations on foundation (slewing section with TV 20 - con-
nection)
Jib length 30 m – 40 m
Elements
1 4.5 m TV 20.4
2 9.0 m TV 20.4
3 13.5 m TV 20.4
4 18.0 m TV 20.4
5 22.5 m TV 20.4
6 27.0 m TV 20.4
7 31.5 m TV 20.4
8 36.0 m TV 20.4
9 40.5 m TV 20.4
Foundation anchors FUA 140 /
Type D-140
Tower height [m] 40.5
Wind category C25
18
3 Tower combinations
TI_2017-3WOLFF 355 B

Jib length 30 m – 40 m
Elements
1 4.5 m TV 20.4
2 9.0 m TV 20.4
3 13.5 m TV 20.4
4 18.0 m TV 20.4
5 22.5 m TV 20.4
6 27.0 m TV 20.4
7 31.5 m TV 20.4
8 36.0 m TV 20.4
9 37.0 m VR 2023
10 41.5 m TV 23
11 46.0 m TV 23
12 50.5 m TV 23
13 55.0 m TV 23
Foundation anchors FUA 140
Type D-140
Tower height [m] 55.0
Wind category C25
19
3 Tower combinations
TI_2017-3 WOLFF 355 B

Jib length 30 m – 40 m
Elements
1 4.5 m TV 20.4
2 9.0 m TV 20.4
3 13.5 m TV 20.4
4 18.0 m TV 20.4
5 22.5 m TV 20.4
6 27.0 m TV 20.4
7 31.5 m TV 20.4
8 32.5 m VR 2023
9 37.0 m TV 23
10 41.5 m TV 23
11 46.0 m TV 23
12 50.5 m HTA 23
13 55.0 m HT 23
14 59.5 m HT 23
15 64.0 m HT 23
16 68.5 m HT 23
Foundation anchors FUA 160 G
Tower height [m] 68.5
Wind category C25
20
3 Tower combinations
TI_2017-3WOLFF 355 B