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WOLFF 355 B Technical Information

Slewing tower crane
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Slewing tower crane
WOLFF 355 B
Technical information
WOLFF 355 B
TI_2017-3
English
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  • Page 1 TI_2017-3 Slewing tower crane WOLFF 355 B Technical information English English WOLFF 355 B...
  • Page 2 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 WOLFF 355 B TI_2017-3...

  • Page 3: Table Of Contents

    Load carrying capacities Table of load carrying capacity WOLFF 355 B (1 fall operation) Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (1 fall operation) Table of load carrying capacity WOLFF 355 B (2 fall operation)
  • Page 4 Table of contents Package list Package list 355 B Assembly weights Counterweight blocks 8.1.1 Counterweight block, 6.2 t 8.1.2 Counterweight block, 8.0 t 8.1.3 Counterweight block, 8.0 t 8.1.4 Counterweight block, 6.2 t with edge protection 8.1.5 Counterweight block, 8.0 t with edge protection 8.1.6...
  • Page 5 10.2.2 Inner climbing device KSH 23/ KSH E 23 Arrangement of counterweight blocks TI_2017-3 WOLFF 355 B...

  • Page 7: Schedule Drawing

    1 Schedule drawing 1 Schedule drawing 1.1 Schedule drawing WOLFF 355 B 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...

  • Page 8: 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.

  • Page 9: Table Of Load Carrying Capacity Wolff 355 B (1 Fall Operation)

    2 Load carrying capacities 2.1 Table of load carrying capacity WOLFF 355 B (1 fall operation) Operating radius 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 14.0 t 5.4 - 27.0 14.0 14.0 12.2 5.0 - 28.0 14.0 14.0 12.8...

  • Page 10: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 355 B (1 Fall Operation)

    2 Load carrying capacities 2.2 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (1 fall operation) Operating radius Jib length [m] 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000...

  • Page 11: Table Of Load Carrying Capacity Wolff 355 B (2 Fall Operation)

    2 Load carrying capacities 2.3 Table of load carrying capacity WOLFF 355 B (2 fall operation) Operating radius 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 28.0 t 4.5 - 16.0 21.7 16.7 13.4 11.0 4.1 - 16.5 22.7 17.6...

  • Page 12: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 355 B (2 Fall Operation)

    2 Load carrying capacities 2.4 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (2 fall operation) Operating radius Jib length [m] 28000 28000 28000 28000 28000 28000 28000 28000 27100 26160 28000 27190 26390 25460 24520...

  • Page 13: Table Of Load Carrying Capacity Wolff 355 B (1 Fall Operation, Boost)

    2 Load carrying capacities 2.5 Table of load carrying capacity WOLFF 355 B (1 fall operation, BOOST) Operating radius 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 14.0 t 5.4 – 29.0 14.0 14.0 13.4 10.8 5.0 – 30.2 14.0...

  • Page 14: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 355 B

    2 Load carrying capacities 2.6 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (1 fall operation, BOOST) Operating radius Jib length [m] 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000...

  • Page 15: Table Of Load Carrying Capacity Wolff 355 B (2 Fall Operation, Boost)

    2 Load carrying capacities 2.7 Table of load carrying capacity WOLFF 355 B (2 fall operation, BOOST) Operating radius 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 28.0 t 4.5 – 17.4 23.9 18.4 14.7 12.1 10.1 4.1 – 18.0 24.9...

  • Page 16: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 355 B

    2 Load carrying capacities 2.8 Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (2 fall operation, BOOST) Operating radius Jib length [m] 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000...

  • Page 17: Tower Combinations

    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. TI_2017-3 WOLFF 355 B...

  • Page 18: Tower Combinations On Foundation (Slewing Section With Tv 20 - Connection)

    18.0 m TV 20.4 22.5 m TV 20.4 27.0 m TV 20.4 31.5 m TV 20.4 36.0 m TV 20.4 40.5 m TV 20.4 Foundation anchors FUA 140 / Type D-140 Tower height [m] 40.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 19 36.0 m TV 20.4 37.0 m VR 2023 41.5 m TV 23 46.0 m TV 23 50.5 m TV 23 55.0 m TV 23 Foundation anchors FUA 140 Type D-140 Tower height [m] 55.0 Wind category TI_2017-3 WOLFF 355 B...
  • Page 20 TV 23 46.0 m TV 23 50.5 m HTA 23 55.0 m HT 23 59.5 m HT 23 64.0 m HT 23 68.5 m HT 23 Foundation anchors FUA 160 G Tower height [m] 68.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 21 TV 23 46.0 m HTA 23 50.5 m HT 23 55.0 m HT 23 59.5 m HT 23 64.0 m HT 23 75.3 m BT 23 Foundation anchors FUA 210 G Tower height [m] 75.3 Wind category TI_2017-3 WOLFF 355 B...
  • Page 22 HT 23 59.5 m HT 23 64.0 m HT 23 65.2 m VR 23/25-29 69.7 m UV 29 74.2 m UV 29 84.2 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 84.2 Wind category WOLFF 355 B TI_2017-3...
  • Page 23 18.0 m TV 20.4 22.5 m TV 20.4 27.0 m TV 20.4 31.5 m TV 20.4 36.0 m TV 20.4 40.5 m TV 20.4 Foundation anchors FUA 140 / Type D-140 Tower height [m] 40.5 Wind category TI_2017-3 WOLFF 355 B...
  • Page 24 TV 20.4 31.5 m TV 20.4 36.0 m TV 20.4 37.0 m VR 2023 41.5 m TV 23 46.0 m TV 23 50.5 m TV 23 Foundation anchors FUA 160 G Tower height [m] 50.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 25 TV 23 41.5 m TV 23 46.0 m TV 23 50.5 m HTA 23 55.0 m HT 23 59.5 m HT 23 64.0 m HT 23 Foundation anchors FUA 160 G Tower height [m] 64.0 Wind category TI_2017-3 WOLFF 355 B...
  • Page 26 TV 23 41.5 m TV 23 46.0 m HTA 23 50.5 m HT 23 55.0 m HT 23 59.5 m HT 23 70.8 m BT 23 Foundation anchors FUA 210 G Tower height [m] 70.8 Wind category WOLFF 355 B TI_2017-3...
  • Page 27 HT 23 55.0 m HT 23 59.5 m HT 23 60.7 m VR 23/25-29 65.2 m UV 29 69.7 m UV 29 79.7 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 79.7 Wind category TI_2017-3 WOLFF 355 B...
  • Page 28 18.0 m TV 20.4 22.5 m TV 20.4 27.0 m TV 20.4 31.5 m TV 20.4 36.0 m TV 20.4 40.5 m TV 20.4 Foundation anchors FUA 140 / Type D-140 Tower height [m] 40.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 29 TV 20.4 31.5 m TV 20.4 36.0 m TV 20.4 37.0 m VR 2023 41.5 m TV 23 46.0 m TV 23 50.5 m TV 23 Foundation anchors FUA 160 G Tower height [m] 50.5 Wind category TI_2017-3 WOLFF 355 B...
  • Page 30 TV 20.4 37.0 m VR 2023 41.5 m TV 23 46.0 m TV 23 50.5 m HTA 23 55.0 m HT 23 59.5 m HT 23 Foundation anchors FUA 160 G Tower height [m] 59.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 31 TV 20.4 37.0 m VR 2023 41.5 m TV 23 46.0 m TV 23 50.5 m HTA 23 55.0 m HT 23 66.3 m BT 23 Foundation anchors FUA 210 G Tower height [m] 66.3 Wind category TI_2017-3 WOLFF 355 B...
  • Page 32 HTA 23 50.5 m HT 23 55.0 m HT 23 56.2 m VR 23/25-29 60.7 m UV 29 65.2 m UV 29 75.2 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 75.2 Wind category WOLFF 355 B TI_2017-3...

  • Page 33: Tower Combinations On Foundation (Slewing Section With Ht 23 - Connection)

    HT 23 45.0 m HT 23 49.5 m HT 23 54.0 m HT 23 58.5 m HT 23 63.0 m HT 23 67.5 m HT 23 Foundation anchors FUA 160 G Tower height [m] 67.5 Wind category TI_2017-3 WOLFF 355 B...
  • Page 34 HT 23 45.0 m HT 23 49.5 m HT 23 54.0 m HT 23 58.5 m HT 23 63.0 m HT 23 74.3 m BT 23 Foundation anchors FUA 210 G Tower height [m] 74.3 Wind category WOLFF 355 B TI_2017-3...
  • Page 35 HT 23 58.5 m HT 23 63.0 m HT 23 64.2 m VR 23/25-29 68.7 m UV 29 73.2 m UV 29 83.2 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 83.2 Wind category TI_2017-3 WOLFF 355 B...
  • Page 36 HT 23 40.5 m HT 23 45.0 m HT 23 49.5 m HT 23 54.0 m HT 23 58.5 m HT 23 63.0 m HT 23 Foundation anchors FUA 160 G Tower height [m] 63.0 Wind category WOLFF 355 B TI_2017-3...
  • Page 37 HT 23 40.5 m HT 23 45.0 m HT 23 49.5 m HT 23 54.0 m HT 23 58.5 m HT 23 69.8 m BT 23 Foundation anchors FUA 210 G Tower height [m] 69.8 Wind category TI_2017-3 WOLFF 355 B...
  • Page 38 HT 23 54.0 m HT 23 58.5 m HT 23 59.7 m VR 23/25-29 64.2 m UV 29 68.7 m UV 29 78.7 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 78.7 Wind category WOLFF 355 B TI_2017-3...
  • Page 39 HT 23 36.0 m HT 23 40.5 m HT 23 45.0 m HT 23 49.5 m HT 23 54.0 m HT 23 58.5 m HT 23 Foundation anchors FUA 160 G Tower height [m] 58.5 Wind category TI_2017-3 WOLFF 355 B...
  • Page 40 HT 23 36.0 m HT 23 40.5 m HT 23 45.0 m HT 23 49.5 m HT 23 54.0 m HT 23 65.3 m BT 23 Foundation anchors FUA 210 G Tower height [m] 65.3 Wind category WOLFF 355 B TI_2017-3...
  • Page 41 HT 23 49.5 m HT 23 54.0 m HT 23 55.2 m VR 23/25-29 59.7 m UV 29 64.2 m UV 29 74.2 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 74.2 Wind category TI_2017-3 WOLFF 355 B...

  • Page 42: Tower Combinations On Cross Frame (Slewing Section With Tv 20 - Connection)

    41.5 m VR 2023 46.0 m TV 23 Substructure KRV 10-60 KRV 10-60 Corner distance [m x m] 5.0 x 5.0 5.0 x 5.0 6.0 x 6.0 Substructure height [m] Tower height [m] 41.7 47.2 Wind category WOLFF 355 B TI_2017-3...
  • Page 43 37.0 m VR 2023 41.5 m TV 23 46.0 m TV 23 50.5 m TV 23 Substructure KRV 10-60 Corner distance [m x m] 6.0 x 6.0 Substructure height [m] Tower height [m] 51.7 Wind category TI_2017-3 WOLFF 355 B...
  • Page 44 Substructure KR 12-60 KR 16-80 KR 12-60/80 KR 16-80/100 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 69.9 70.3 Wind category WOLFF 355 B TI_2017-3...
  • Page 45 68.5 m HT 23 69.7 m VR 23/25-29 79.7 m BT 29 Substructure KR 16-80 KR 16-80/100 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 81.5 Wind category TI_2017-3 WOLFF 355 B...
  • Page 46 TV 20.4 31.5 m TV 20.4 36.0 m TV 20.4 40.5 m TV 20.4 Substructure KRV 10-60 Corner distance [m x m] 5.0 x 5.0 6.0 x 6.0 Substructure height [m] Tower height [m] 41.7 Wind category WOLFF 355 B TI_2017-3...
  • Page 47 TV 20.4 37.0 m VR 2023 41.5 m TV 23 46.0 m TV 23 Substructure KRV 10-60 Corner distance [m x m] 5.0 x 5.0 6.0 x 6.0 Substructure height [m] Tower height [m] 47.2 Wind category TI_2017-3 WOLFF 355 B...
  • Page 48 Substructure KR 12-60 KR 16-80 KR 12-60/80 KR 16-80/100 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 65.4 65.8 Wind category WOLFF 355 B TI_2017-3...
  • Page 49 60.7 m VR 23/25-29 65.2 m UV 29 75.2 m BT 29 Substructure KR 16-80 KR 16-80/100 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 77.0 Wind category TI_2017-3 WOLFF 355 B...
  • Page 50 36.0 m TV 20.4 TV 20.4 40.5 m TV 20.4 Substructure KRV 10-60 KRV 10-60 Corner distance [m x m] 5.0 x 5.0 6.0 x 6.0 Substructure height [m] Tower height [m] 41.7 37.2 Wind category WOLFF 355 B TI_2017-3...
  • Page 51 KR 16-80 KR 16-80/100 Corner distance [m x m] 6.0 x 6.0 6.0 x 6.0 8.0 x 8.0 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 42.7 60.9 56.4 61.3 Wind category TI_2017-3 WOLFF 355 B...
  • Page 52 56.2 m VR 23/25-29 60.7 m UV 29 70.7 m BT 29 Substructure KR 16-80 KR 16-80/100 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 72.5 Wind category WOLFF 355 B TI_2017-3...

  • Page 53: Tower Combinations On Cross Frame Element (Slewing Section With Tv 20 - Connection)

    TV 25 49.5 m TV 25 54.0 m UVA 25 Substructure KRE 260.2 KRE 480 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 31.0 58.0 Wind category TI_2017-3 WOLFF 355 B...
  • Page 54 TV 25 45.0 m TV 25 49.5 m UVA 25 Substructure KRE 260.2 KRE 480 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 26.5 53.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 55 TVÜ 20.4 40.5 m TV 25 45.0 m UVA 25 Substructure KRE 260.2 KRE 480 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 22.0 49.0 Wind category TI_2017-3 WOLFF 355 B...

  • Page 56: Tower Combinations On Mobile Cross Frame (Slewing Section With Tv 20 - Connection)

    32.5 m TV 23 37.0 m TV 23 41.5 m TV 23 46.0 m HTA 23 Substructure KRF4 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 48.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 57 HT 23 HT 23 64.0 m HT 23 HT 23 Substructure KRF6 12-60/80 KRF 16-80/100 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 66.9 67.3 Wind category TI_2017-3 WOLFF 355 B...
  • Page 58 59.5 m HT 23 60.7 m VR 23/25-29 65.2 m UV 29 75.2 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 78.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 59 32.5 m TV 23 37.0 m TV 23 41.5 m HTA 23 46.0 m HT 23 Substructure KRF4 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 48.5 Wind category TI_2017-3 WOLFF 355 B...
  • Page 60 HT 23 HT 23 59.5 m HT 23 HT 23 Substructure KRF6 12-60/80 KRF 16-80/100 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 62.4 62.8 Wind category WOLFF 355 B TI_2017-3...
  • Page 61 55.0 m HT 23 56.2 m VR 23/25-29 60.7 m UV 29 70.7 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 74.0 Wind category TI_2017-3 WOLFF 355 B...
  • Page 62 31.5 m TV 20.4 32.5 m VR 2023 37.0 m TV 23 41.5 m TV 23 Substructure KRF4 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 44.0 Wind category WOLFF 355 B TI_2017-3...
  • Page 63 41.5 m TV 23 46.0 m HTA 23 50.5 m HT 23 55.0 m HT 23 Substructure KRF6 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 57.9 Wind category TI_2017-3 WOLFF 355 B...
  • Page 64 46.0 m HT 23 50.5 m HT 23 55.0 m HT 23 59.5 m HT 23 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 62.8 Wind category WOLFF 355 B TI_2017-3...
  • Page 65 55.0 m HT 23 56.2 m VR 23/25-29 60.7 m UV 29 70.7 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 74.0 Wind category TI_2017-3 WOLFF 355 B...

  • Page 66: Tower Combinations On Undercarriage (Slewing Section With Tv 20 - Connection)

    TV 25 45.0 m TV 25 49.5 m UVA 25 Substructure UW 260.3 UW 480 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 22.5 54.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 67 TVÜ 20.4 40.5 m TV 25 45.0 m UVA 25 Substructure UW 260.3 UW 480 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 18.0 50.0 Wind category TI_2017-3 WOLFF 355 B...
  • Page 68 TV 20.4 36.0 m TVÜ 20.4 40.5 m UVA 25 Substructure UW 260.3 UW 480 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 13.5 45.5 Wind category WOLFF 355 B TI_2017-3...
  • Page 69 C is 28 m/s (10 m above ground, averaged over 10 minutes).As a basis, a recur- rence interval of 25 years is used. As a basis, a recurrence interval of 25 years is used. TI_2017-3 WOLFF 355 B...
  • Page 70 4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 Please contact WOLFFKRAN for stability calculations in other wind regions. For information on the different substructures, refer to Section 5 of the Operating Manual. WOLFF 355 B TI_2017-3...

  • Page 71: Foundation Loads Slewing Section With Tv 20 Connection (Jib 30 M - 40 M)

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.1 Foundation loads slewing section with TV 20 connection (jib 30 m - 40 Slewing section 355 B with TV 20 connection and 30 m – 40 m jib on foundation. Slewing tower crane without climbing device.

  • Page 72: Foundation Loads Slewing Section With Tv 20 Connection (Jib 45 M - 50 M)

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.2 Foundation loads slewing section with TV 20 connection (jib 45 m - 50 Slewing section 355 B with TV 20 connection and 45 m – 50 m jib on foundation. Slewing tower crane without climbing device.

  • Page 73: Foundation Loads Slewing Section With Tv 20 Connection (Jib 55 M - 60 M)

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.3 Foundation loads slewing section with TV 20 connection (jib 55 m - 60 Slewing section 355 B with TV 20 connection and 55 m – 60 m jib on foundation. Slewing tower crane without climbing device.

  • Page 74: Foundation Loads Slewing Section With Ht 23 Connection (Jib 30 M - 40 M)

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.4 Foundation loads slewing section with HT 23 connection (jib 30 m - 40 Slewing section 355 B with HT 23 connection and 30 m – 40 m jib on foundation. Slewing tower crane without climbing device.

  • Page 75: Foundation Loads Slewing Section With Ht 23 Connection (Jib 45 M - 50 M)

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.5 Foundation loads slewing section with HT 23 connection (jib 45 m - 50 Slewing section 355 B with HT 23 connection and 45 m – 50 m jib on foundation. Slewing tower crane without climbing device.

  • Page 76: Foundation Loads Slewing Section With Ht 23 Connection (Jib 55 M - 60 M)

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.6 Foundation loads slewing section with HT 23 connection (jib 55 m - 60 Slewing section 355 B with HT 23 connection and 55 m – 60 m jib on foundation. Slewing tower crane without climbing device.

  • Page 77: Operating Speeds

    0.8 stepless acceleration 120 140 160 Operating speeds [m/min] (revered to the 6th rope layer on drum) LG 1575FU Jib up-down Operating speeds [min] Slewing 1 x 7.5 Operating speeds [min ] TI_2017-3 WOLFF 355 B...
  • Page 78 0.8 stepless acceleration 120 140 160 Operating speeds [m/min] (revered to the 6th rope layer on drum) LG 1575FU Jib up-down Operating speeds [min] Slewing 1 x 7.5 Operating speeds [min ] WOLFF 355 B TI_2017-3...
  • Page 79 80 100 120 140 160 180 200 220 240 260 280 300 320 Operating speeds [m/min] [referred to the 8th rope layer on drum] LG 1575FU Jib up-down Operating speeds [min] Slewing 1 x 7.5 Operating speeds [min ] TI_2017-3 WOLFF 355 B...
  • Page 80 0.8 30,00 28,00 25,00 20,00 15,00 10,00 5,00 4,00 0,00 Operating speeds [m/min] [referred to the 8th rope layer on drum] LG 1575FU Jib up-down Operating speeds [min] Slewing 1 x 7.5 Operating speeds [min ] WOLFF 355 B TI_2017-3...

  • Page 81: Out Of Service Positions

    Out of service position with smaller operating radius. At your request, shutdown with smaller operating radius can be implemented in cases of reduced tower height or increased central ballast, and possibly use of a wind sail. Please contact WOLFFKRAN for information. TI_2017-3 WOLFF 355 B...
  • Page 82 40 m 35 m 30 m 35 36 38 40 42 44 8 10 12 14 16 18 20 22 24 26 28 30 32 48 50 52 56 58 60 62 radius [ m ] WOLFF 355 B TI_2017-3...
  • Page 83 7 Package list 7 Package list 7.1 Package list 355 B Qua- Description Package L [m] W [m] H [m] Weight Volume ntity [kg] [m³] Tower head section 13.36 2.30 2.52 9800 77.40 upper part including luffing gear, pulley block, platforms and...
  • Page 84 2020 34.58 (including walk- ways) Hook block 0.68 0.26 1.63 0.29 Stay rods for 60 m 10.51 0.24 0.61 1350 1.54 operating radius Standard railings 2.60 1.10 0.65 1.86 Box (small parts) 0.63 0.50 0.38 1.12 WOLFF 355 B TI_2017-3...
  • Page 85 8 Assembly weights 8 Assembly weights 8.1 Counterweight blocks NOTICE The described diagrams of the concrete counterweights and central ballast blocks only show sketches. Have them issue the reinforcement charts by experts. TI_2017-3 WOLFF 355 B...
  • Page 86 Hw28132FU. 1300 Ø 30 2150 1700 1300 Data counterweight block 6.2 t, lying Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 30055489 Component identifier Structural steel reinforcement WOLFF 355 B TI_2017-3...
  • Page 87 8 Assembly weights 8.1.2 Counterweight block, 8.0 t Data counterweight block 8.0 t Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 30043944 Component identifier Structural steel reinforcement TI_2017-3 WOLFF 355 B...
  • Page 88 Hw28110FU. 1300 Ø 30 2150 1700 1300 Data counterweight block 8.0 t, lying Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 30043943 Component identifier Structural steel reinforcement WOLFF 355 B TI_2017-3...
  • Page 89 Use of improper counterweight blocks may cause the slewing tower crane to overturn. The slewing tower crane may overturn, resulting in severe injury and death. ► Use of the horizontal counterweight block weighing 6.2 t is only permitted when using the hoist winch Hw28132FU. TI_2017-3 WOLFF 355 B...
  • Page 90 8 Assembly weights 1300 Ø 30 2150 1700 1300 Data counterweight block 6.2 t, lying Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 30056178 Component identifier Structural steel reinforcement WOLFF 355 B TI_2017-3...
  • Page 91 8 Assembly weights 8.1.5 Counterweight block, 8.0 t with edge protection Data counterweight block 8.0 t Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 10033277 Component identifier Structural steel reinforcement TI_2017-3 WOLFF 355 B...
  • Page 92 Hw28110FU. 1300 Ø 30 2150 1700 1300 Data counterweight block 8.0 t, lying Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 10033276 Component identifier Structural steel reinforcement WOLFF 355 B TI_2017-3...
  • Page 93 8 Assembly weights 8.2 Total weight jib assembly Complete jib: mechanical parts, brace, supports, assembly brace ropes, assembly rope guides, hook block Jib length [m] Weight [kg] WOLFF 355 B 60.0 13330 55.0 12170 50.0 11270 45.0 10200 40.0 9300 35.0...
  • Page 94 Counterjib (including struts, platforms, standard railing, control cabinet, resistors, 13400 hoisting winch Hw28110FU, and hoisting rope (920 m)) Counterjib (including struts, platforms, standard railing, control cabinet, resistors, 15531 hoisting winch Hw28132FU, hoisting rope (920 m), 2nd brake and rope swing- reduction device) WOLFF 355 B TI_2017-3...
  • Page 95 Cross frame KR 16 - 80/100 (without accessories) 25400 (10 m x 10 m) ▪ 4 bolted spigots AZ 140 E KR 16-80 ▪ 4 bolted spigots AZ 156 M KR 16-80 ▪ 4 bolted spigots AZ 156S M KR 16-80 TI_2017-3 WOLFF 355 B...
  • Page 96 Set of bolted spigots AZ 140 E 15,5 KR 12-60/80 ▪ Set of bolted spigots AZR 160 M KR 12-60/80 ▪ Set of bolted spigots AZ 140 E 10 KR 12-60/80 ▪ Set of bolted spigots AZR 156 M KR 12-60/80 WOLFF 355 B TI_2017-3...
  • Page 97 Cross frame element KRE 480 complete 24 250 ▪ Mast base 7 100 ▪ Hinged sections with corner plates 6 250 9 260 ▪ Diagonal struts and ballast carrier 1 640 ▪ Assembly platform, ladder, and small parts TI_2017-3 WOLFF 355 B...
  • Page 98 Undercarriage UW 480, complete 34 000 ▪ Mast base 7 100 ▪ Hinged sections with mounting device and subframes 16 000 9 260 ▪ Diagonal struts and ballast carrier 1 640 ▪ Assembly platform, ladder, and small parts WOLFF 355 B TI_2017-3...
  • Page 99 NOTICE! During assembly, allowances must be made for level differences (mobile crane to base of the slewing tower crane). Hook height above ground required for mobile cranes (X) = height of the WOLFF slewing tower crane (A) + clearance of 24 m (B).
  • Page 100 For jib assembly, use a Two-point lifting tackle (6 m with shackle). Length of jib elements Item Length [m] Jib element 1 11.70 Jib element 2, 5 10.35 Jib element 3, 4 5.18 Jib element 6 9.54 WOLFF 355 B TI_2017-3...
  • Page 101 12170 11270 10200 Caption H 1 – H 2 Support blocks for jib brace Assembly rope guides at the bottom boom Support block for pulley block Fastening assembly brace ropes Support block for brace rod 1 TI_2017-3 WOLFF 355 B...
  • Page 102 9300 8230 7070 Caption H 1 – H 2 Support blocks for jib brace Assembly rope guides at the bottom boom Support block for pulley block Fastening assembly brace ropes Support block for brace rod 1 WOLFF 355 B TI_2017-3...
  • Page 103 9 Assembly diagrams 9.2 Counterjib lifting diagram Counterjib with Hw28110FU 2-fall attachment Counterjib Mounting device Hoist winch Hw28110FU 4 x attachment ropes (Ø 24 mm x 3 m) with Lifting points of the mounting device shackles (D5650) TI_2017-3 WOLFF 355 B...
  • Page 104 9 Assembly diagrams Counterjib with Hw28132FU 2-fall attachment Counterjib Mounting device Hoist winch Hw28132FU 4 x attachment ropes (Ø 24 mm x 3 m) with Lifting points of the mounting device shackles (D5650) WOLFF 355 B TI_2017-3...
  • Page 105 Jib – 45 m 0.50 5.15 5.15 10.30 2.48 23.58 Jib – 40 m 0.50 5.15 10.30 2.48 18.43 Jib – 35 m 0.50 5.15 5.15 2.48 13.28 Jib – 30 m 0.50 5.15 2.48 8.13 TI_2017-3 WOLFF 355 B...
  • Page 106 Ø 95/80x285 30044028 10/60-80, galvan- 10022204 ized, yellow Ø 80/70x180 30044034 10/60-80, galvan- 10022204 ized, yellow Ø 80/70x305 30044035 10/60-80, galvan- 10022204 ized, yellow Jib – 30 m Ø 95/80x285 30044028 10/60-80, galvan- 10022204 ized, yellow WOLFF 355 B TI_2017-3...
  • Page 107 9 Assembly diagrams Jib length Brace Bolts Spring retainers Dimension [mm] Item no. Dimension [mm] Item no. ant- Jib – 30 m Ø 80/70x305 30044035 10/60-80, galvan- 10022204 ized, yellow TI_2017-3 WOLFF 355 B...
  • Page 108 9.4 Arrangement of standard railings 9.4.1 Standard railings (NG) and accessories Quantity * Standard railings (NG) Standard post (NP) Standard railing 350 Standard railing 500 Standard railing 750 Standard railing 1000 Standard railing 1500 Standard railing 1500-S Standard railing 2000 WOLFF 355 B TI_2017-3...
  • Page 109 9.4.2 Arrangement of standard railings NG 500 NG 500 NG 1000 NG 1000 NG 750 NG 350 NG 750 NG 1000 NG 1500 NG 1500 NG 1500S NG 350 NG 1500 NG 1500 NG 500 Arrangement of standard railings TI_2017-3 WOLFF 355 B...
  • Page 110 NG 750 NG 500 NG 750 NG 1500 NG 2000 NG 500 NG 500 NG 500 Arrangement of standard railings tower head section, luffing gear, connection block 1 Tower head section 3 Connecting block 2 luffing gear WOLFF 355 B TI_2017-3...
  • Page 111 Nut and washer 80 mm Support block H 2 for jib brace Support block Bracket Nut and washer Bolts with handle 510 mm Support block H 3 for pulley block Support block Bracket Nut and washer TI_2017-3 WOLFF 355 B...
  • Page 112 9 Assembly diagrams 215 mm Support block H 4 for brace rod 1 Support block Bracket Nut and washer WOLFF 355 B TI_2017-3...
  • Page 113 The operating radius specified is measured from the tower center and is to be considered a reference value. Exact balancing can be achieved by changing the operating radius with the tower elements or loads specified in the table. NOTICE If feasible, preferably operate your climbing device without balancing weight. TI_2017-3 WOLFF 355 B...
  • Page 114 NOTICE Tower element on the transfer carriage The data on climbing balance was specified under the assumption that a tower element is on the transfer carriage. WOLFF 355 B TI_2017-3...
  • Page 115 10.1.1 Outer climbing device KWH 20.6 / KWH 20.6.1 / KWH 20.6.2 Climbing radius [m] for the balancing weights Jib length [m] 355 B no weight 34.2 37.0 38.5 41.9 TV 20 = 2.98 t 28.8 30.5 Weight = 5.0 t 22.9 24.1 25.4 TI_2017-3 WOLFF 355 B...
  • Page 116 Climbing radius [m] for the balancing weights Jib length [m] 355 B no weight 29.8 32.3 33.8 36.8 HT 23 = 3.94 t 18.6 19.7 20.3 21.4 22.3 23.6 25.1 Weight = 5.0 t 19.8 21.0 22.2 WOLFF 355 B TI_2017-3...
  • Page 117 DANGER! Observe the special tower combination for the inner climbing device. NOTICE Clamping forces for the inner climbing device (KSH) are specified based on a building height of < 250m and wind category C 25. TI_2017-3 WOLFF 355 B...
  • Page 118 Climbing radius [m] for the balancing weights Jib length [m] 355 B no weight 53.2 TV 20.4 = 2.98 t 38.0 39.9 41.0 43.2 Weight = 5.0 t 35.1 36.1 Weight = 7.5 t 29.3 30.4 Weight = 10.0 t 25.3 26.1 WOLFF 355 B TI_2017-3...
  • Page 119 10 Suitable climbing devices 11,0 m 14,0 m -- H 2 x b b = 2, 73 D = 0,77 m h = 2, 5 m Tower height Distance between guide frames A-C-D TI_2017-3 WOLFF 355 B...
  • Page 120 In service clamping forces [kN] inside a building A [m] 42.0 37.5 C [m] 1519 1490 Out of service clamping forces Out of service clamping forces [kN] inside a building A [m] 42.0 37.5 C [m] 1364 1335 WOLFF 355 B TI_2017-3...
  • Page 121 Climbing radius [m] for the balancing weights Jib length [m] 355 B no weight 53.2 HT 23 = 3.94 t 34.6 36.2 37.1 38.9 Weight = 5.0 t 35.1 36.1 Weight = 7.5 t 29.3 30.4 Weight = 10.0 t 25.3 26.1 TI_2017-3 WOLFF 355 B...
  • Page 122 10 Suitable climbing devices 12,0 m 15,5 m -- H 2 x b b = 2,29 m D = 445 mm 2,7 m +/- 5 mm KSH E 23 = Tower height = Distance between corner guides = A-C-D WOLFF 355 B TI_2017-3...
  • Page 123 2 x b Case 1: b = 2,29 m b = 2,29 m Case 2: D = 715 mm s = 3,54 m x 3,19 m KSH 23 = Tower height = Distance between climbing frames = A-C-D TI_2017-3 WOLFF 355 B...
  • Page 124 C (m) 12.0 13.0 14.0 15.0 15.5 12.0 13.0 14.0 15.0 15.5 12.0 13.0 14.0 15.0 15.5 V (kN) 1757 1718 1678 Ho (kN) 1280 1190 1100 1030 1000 1150 1060 1020 Hu (kN) T (kN) WOLFF 355 B TI_2017-3...
  • Page 125 Jib length 60.0 55.0 50.0 45.0 40.0 35.0 30.0 Total weight 46.2 t 6.2 t 6.2 t tower 5 x 8 t 5 x 8 tons suspended concrete weight 1 x 6.2 tons lying concrete weight TI_2017-3 WOLFF 355 B...
  • Page 126 WOLFFKRAN Group Headquarter international: WOLFFKRAN AG Baarermattstraße 6 CH-6300 Zug Switzerland Phone +41 41 766 85 00 Fax +41 41 766 85 99 info@wolffkran.com Manufacturing: WOLFFKRAN GmbH Austraße 72 D-74076 Heilbronn Germany Phone + 49 7131 9815 0 Fax + 49 7131 9815 355 info@wolffkran.de WOLFFKRAN Werk Brandenburg GmbH Frederik-Ipsen-Straße 5...

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