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Slewing tower crane English English WOLFF 166 B Technical information TI_2017-3 WOLFF 166 B

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  • Slewing tower crane

    English

    English

    WOLFF 166 B

    Technical information

    TI_2017-3

    WOLFF 166 B

  • Published by

    WOLFFKRAN GmbHAustrae 72

    74076 Heilbronn

    Germany

    Phone +49 7131 9815 0

    Fax +49 7131 9815 355

    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 permissionof WOLFFKRAN GmbH is prohibited and subject to penalties.

    This applies particularly for copying, translation, microfilming and storage and processing in electronicsystems.

    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 166 B

    http://www.wolffkran.commailto:[email protected]

  • Table of contents

    Schedule drawing1 5

    Schedule drawing WOLFF 166 B1.1 5

    Load carrying capacities2 6

    Table of load carrying capacity [t] WOLFF 166 B (1 fall operation)2.1 7

    Table of load carrying capacities [kg] in meter intervals, WOLFF 166 B (1 fall operation)2.2 8

    Table of load carrying capacity [t] WOLFF 166 B (1 fall operation, BOOST)2.3 9

    Table of load carrying capacities [kg] in meter intervals, WOLFF 166 B (1 fall operation,2.4BOOST)

    10

    Table of load carrying capacity [t] WOLFF 166 B (2 fall operation)2.5 11

    Table of load carrying capacities [kg] in meter intervals, WOLFF 166 B (2 fall operation)2.6 12

    Table of load carrying capacity [t] WOLFF 166 B (2 fall operation, BOOST)2.7 13

    Table of load carrying capacities [kg] in meter intervals, WOLFF 166 B (2 fall operation,2.8BOOST)

    14

    Tower combinations3 15

    Tower combinations on foundation (slewing section with UV 20 / TV 20 - connection)3.1 16

    Tower combinations on cross frame (slewing section with UV 20 - connection)3.2 32

    Tower combinations on cross frame element (slewing section with UV 20 - connection)3.3 51

    Tower combinations on mobile cross frame (slewing section with UV 20 - connection)3.4 55

    Tower combinations on undercarriage (slewing section with UV 20 - connection)3.5 73

    Foundation loads / central ballast weights / corner loads in compliance with EN 14439 /4EN 13001

    77

    Foundation loads jib 25 m - 35 m4.1 79

    Foundation loads jib 40 m - 45 m4.2 80

    Foundation loads jib 50 m4.3 81

    Foundation loads jib 55 m4.4 82

    Operating speeds5 83

    Out of service positions6 85

    Package list7 87

    Package list 166 B7.1 87

    Table of contents

    3TI_2017-3 WOLFF 166 B

  • Assembly weights8 88

    Counterweight blocks8.1 88Counterweight block, 5.2 t8.1.1 89

    Total weight jib assembly8.2 91

    Assembly weight slewing section8.3 92

    Assembly weight cross frame8.4 93

    Assembly weights traveling cross frame8.5 94

    Assembly weight cross frame elements8.6 96

    Assembly weight undercarriage8.7 97

    Required hook height for mobile cranes8.8 98

    Assembly diagrams9 99

    Jib attachment diagram9.1 99Assembly of the entire jib without counterjib9.1.1 100

    Jib attachment diagram 55 m to 45 m9.1.1.1 100Jib attachment diagram 40 m to 25 m9.1.1.2 101

    Assembly of the entire jib with counterjib9.1.2 102Jib attachment diagram 55 m to 45 m9.1.2.1 102Jib attachment diagram 40 m to 25 m9.1.2.2 103

    Arrangement of standard railings9.2 104Standard railings (NG) and accessories9.2.1 104Arrangement of standard railings9.2.2 105

    Suitable climbing devices10 107

    Outer climbing devices10.1 108Outer climbing device KWH 20.3 / KWH 20.3.110.1.1 109Outer climbing device KWH 20.6 / KWH 20.6.1 / KWH 20.6.210.1.2 110

    Inner climbing devices10.2 111Inner climbing device KSH 20 SH10.2.1 112

    Arrangement of counterweight blocks11 115

    Table of contents

    4 TI_2017-3WOLFF 166 B

  • 1 Schedule drawing

    1.1 Schedule drawing WOLFF 166 BWOLFF

    25 m 55 m 50 m 45 m 40 m35 m30 m

    10,0 t 7,5 t 6,0 t 4,6 t 3,6 t 2,8 t 1,8 t

    3,0 m10,0 t

    10,0 t

    12,0 t

    12,0 t

    12,0 t

    12,0 t

    12,0 t

    55,7 m

    29

    ,5 m 3

    4,5

    m 39

    ,6 m 4

    4,6

    m 49

    ,6 m 5

    4,7

    m 59

    ,7 m

    2,0 m

    R = 8,5 m

    7,7

    m

    7,6

    m

    3,6

    m

    11,6

    m *

    0,8

    m

    Data WOLFF 166BItem DataCrane type BGL GROUP C.0.11.0160Design Overhead travelling crane with top slewing luffing

    jib, with climbing featureType of setup Stationary or travellingBasis of calculation EN 14439 (C25)Load moment max. 2520 kNmHoist winch Hw 1260 FU* at Rmax.

    5

    1 Schedule drawing

    TI_2017-3 WOLFF 166 B

  • 2 Load carrying capacities

    !NOTICE

    WOLFF-Boost

    With the WOLFF-Boost function, the load is allowed to exceed the load torquerange 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 bemoved alternatingly.

    6

    2 Load carrying capacities

    TI_2017-3WOLFF 166 B

  • 2.1 Table of load carrying capacity [t] WOLFF 166 B (1 fall operation)WOLFF 166 B Load carrying capacities [t]

    Max. LCC Operating radius [m]JL[m]

    Operating radiusfor max. LCC

    [m]

    20 25 30 35 40 45 50 55

    55 3.0 28.3 6.0 6.0 6.0 5.5 4.3 3.5 2.8 2.3 1.850 3.0 31.2 6.0 6.0 6.0 5.1 4.1 3.4 2.845 3.0 32.0 6.0 6.0 6.0 5.3 4.3 3.640 3.0 33.0 6.0 6.0 6.0 5.5 4.635 3.0 35.0 6.0 6.0 6.0 6.030 3.0 30.0 6.0 6.0 6.025 3.0 25.0 6.0 6.0

    CaptionJL Jib lengthLCC Load carrying capacity

    The load carrying capacity is related to a tower height of 40.5 m. Tower heights greater than that reducethe maximum load carrying capacity by the weight of the additional hoisting ropes (1 fall operation = 1.96kg per meter of the hook range).

    When using the 1 fall hook tackle # 10032629 the load carrying capacities increase by 250 kg.

    7

    2 Load carrying capacities

    TI_2017-3 WOLFF 166 B

  • 2.2 Table of load carrying capacities [kg] in meter intervals, WOLFF 166 B(1 fall operation)

    WOLFF 166 B Load carrying capacities [kg]Jib length [m]

    Operating radius [m] 25 30 35 40 45 50 5510 6000 6000 6000 6000 6000 6000 600011 6000 6000 6000 6000 6000 6000 600012 6000 6000 6000 6000 6000 6000 600013 6000 6000 6000 6000 6000 6000 600014 6000 6000 6000 6000 6000 6000 600015 6000 6000 6000 6000 6000 6000 600016 6000 6000 6000 6000 6000 6000 600017 6000 6000 6000 6000 6000 6000 600018 6000 6000 6000 6000 6000 6000 600019 6000 6000 6000 6000 6000 6000 600020 6000 6000 6000 6000 6000 6000 600021 6000 6000 6000 6000 6000 6000 600022 6000 6000 6000 6000 6000 6000 600023 6000 6000 6000 6000 6000 6000 600024 6000 6000 6000 6000 6000 6000 600025 6000 6000 6000 6000 6000 6000 600026 6000 6000 6000 6000 6000 600027 6000 6000 6000 6000 6000 600028 6000 6000 6000 6000 6000 600029 6000 6000 6000 6000 6000 579030 6000 6000 6000 6000 6000 551031 6000 6000 6000 6000 525032 6000 6000 6000 5790 500033 6000 6000 5750 5540 477034 6000 5760 5510 5300 455035 6000 5540 5290 5080 434036 5330 5080 4870 415037 5140 4880 4670 397038 4950 4690 4480 379039 4770 4510 4300 363040 4600 4340 4130 347041 4180 3970 332042 The load carrying capacity is related to a tower height of

    40.5 m. Tower heights greater than that reduce the maxim-um load carrying capacity by the weight of the additionalhoisting ropes (1 fall operation = 1.96 kg per meter of thehook range).

    4020 3810 318043 3870 3660 304044 3730 3520 291045 3600 3390 279046 3260 267047 3140 256048 When using the 1 fall hook tackle # 10032629 the load car-

    rying capacities increase by 250 kg.3020 2450

    49 2910 235050 2800 225051 215052 206053 197054 188055 1800

    8

    2 Load carrying capacities

    TI_2017-3WOLFF 166 B

  • 2.3 Table of load carrying capacity [t] WOLFF 166 B (1 fall operation,BOOST)

    WOLFF 166 B Load carrying capacities with BOOST [t]Max. LCC Operating radius [m]

    JL[m]

    Operating radiusfor max. LCC

    [m]

    20 25 30 35 40 45 50 55

    55 3.0 - 30.2 6.0 6.0 6.0 6.0 4.8 3.8 3.1 2.5 2.050 3.0 - 33.3 6.0 6.0 6.0 5.6 4.5 3.7 3.145 3.0 - 34.2 6.0 6.0 6.0 5.8 4.8 4.040 3.0 - 35.4 6.0 6.0 6.0 6.0 5.135 3.0 - 35.0 6.0 6.0 6.0 6.030 3.0 - 30.0 6.0 6.0 6.025 3.0 - 25.0 6.0 6.0

    CaptionJL Jib lengthLCC Load carrying capacity

    The load carrying capacity is related to a tower height of 40.5 m. Tower heights greater than that reducethe maximum load carrying capacity by the weight of the additional hoisting ropes (1 fall operation = 1.96kg per meter of the hook range).

    When using the 1 fall hook tackle # 10032629 the load carrying capacities increase by 280 kg.

    9

    2 Load carrying capacities

    TI_2017-3 WOLFF 166 B

  • 2.4 Table of load carrying capacities [kg] in meter intervals, WOLFF 166 B(1 fall operation, BOOST)

    WOLFF 166 B Load carrying capacities with BOOST [kg]Jib length [m]

    Operating radius [m] 25 30 35 40 45 50 5510 6000 6000 6000 6000 6000 6000 600011 6000 6000 6000 6000 6000 6000 600012 6000 6000 6000 6000 6000 6000 600013 6000 6000 6000 6000 6000 6000 600014 6000 6000 6000 6000 6000 6000 600015 6000 6000 6000 6000 6000 6000 600016 6000 6000 6000 6000 6000 6000 600017 6000 6000 6000 6000 6000 6000 600018 6000 6000 6000 6000 6000 6000 600019 6000 6000 6000 6000 6000 6000 600020 6000 6000 6000 6000 6000 6000 600021 6000 6000 6000 6000 6000 6000 600022 6000 6000 6000 6000 6000 6000 600023 6000 6000 6000 6000 6000 6000 600024 6000 600