1. Manuals
  2. Brands
  3. Wolff Finnhaus Manuals
  4. Construction Equipment
  5. WOLFF 7032.12 clear
  6. Technical information

Wolff Finnhaus WOLFF 7032.12 clear Technical Information

Slewing tower crane
Hide thumbs
Table of Contents

Advertisement

Quick Links

Download this manual
Slewing tower crane
WOLFF 7032.12 clear
Technical information
WOLFF 7032.12 clear
TI_2017-3
English
English

Advertisement

Table of Contents
loading
Need help?

Need help?

Do you have a question about the WOLFF 7032.12 clear and is the answer not in the manual?

Questions and answers

Summary of Contents for Wolff Finnhaus WOLFF 7032.12 clear

  • Page 1 TI_2017-3 Slewing tower crane WOLFF 7032.12 clear Technical information English English WOLFF 7032.12 clear...
  • 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 7032.12 clear TI_2017-3...

  • Page 3: Table Of Contents

    Foundation loads jib 52.5 m - 70 m Operating speeds Package list Package list 7032.12 Assembly weights Counterweight blocks 7.1.1 Counterweight block, 2.7 t Total weight jib assembly Assembly weight slewing section Assembly weight cross frame Assembly weights traveling cross frame TI_2017-3 WOLFF 7032.12 clear...
  • Page 4 Outer climbing devices 9.1.1 Outer climbing device KWH 20.3 / KWH 20.3.1 9.1.2 Outer climbing device KWH 20.6 / KWH 20.6.1 / KWH 20.6.2 Inner climbing devices 9.2.1 Inner climbing device KSH 20 SH Arrangement of counterweight blocks WOLFF 7032.12 clear TI_2017-3...

  • Page 5: Schedule Drawing

    Overhead travelling crane with top slewing trolley jib, with climbing feature Type of setup Stationary or travelling Basis of calculation EN 14439 (C25) Payload torque max. 3300 kNm Hoist winch Hw 845 FU / Hw 875 FU TI_2017-3 WOLFF 7032.12 clear...

  • Page 6: Load Carrying Capacities

    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. WOLFF 7032.12 clear TI_2017-3...

  • Page 7: Table Of Load Carrying Capacity Wolff 7032.12 (8.3 T, 2 Fall Operation)

    Load carrying capacity The load carrying capacity is related to a hook range of 42.0 m. With greater tower heights or hook paths, the permissible load-carrying capacity is reduced by the extra weight of the additional hoisting rope. TI_2017-3 WOLFF 7032.12 clear...

  • Page 8: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 7032.12

    3840 3720 3580 3420 62.5 3800 3680 3540 3380 63.0 3650 3510 3340 64.0 3570 3440 3280 65.0 3500 3370 3210 66.0 3300 3140 67.0 3230 3080 67.5 3200 3050 68.0 3020 69.0 2960 70.0 2900 WOLFF 7032.12 clear TI_2017-3...

  • Page 9: Table Of Load Carrying Capacity Wolff 7032.12 (12.0 T, 4 Fall Operation)

    Load carrying capacity The load carrying capacity is related to a hook range of 42.0 m. With greater tower heights or hook paths, the permissible load-carrying capacity is reduced by the extra weight of the additional hoisting rope. TI_2017-3 WOLFF 7032.12 clear...

  • Page 10: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 7032.12

    3740 3620 3480 3320 62.5 3700 3580 3440 3280 63.0 3550 3410 3240 64.0 3470 3340 3180 65.0 3400 3270 3110 66.0 3200 3040 67.0 3130 2980 67.5 3100 2950 68.0 2920 69.0 2860 70.0 2800 WOLFF 7032.12 clear TI_2017-3...

  • Page 11: Tower Combinations

    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. TI_2017-3 WOLFF 7032.12 clear...

  • Page 12: Tower Combinations On Foundation (Slewing Section With Uv 20 / Tv 20 - Connection)

    FUA 140 / Type C-120 Type D-140 Type D-140 Tower height [m] 40.5 67.5 72.0 Hook height 2 fall operation [m] 42.0 69.0 73.5 Hook height 4 fall operation [m] 41.6 68.6 73.1 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 13 HT 23 82.0 m HT 23 86.5 m HT 23 Foundation anchors FUA G 160 Tower height [m] 86.5 Hook height 2 fall operation [m] 88.0 Hook height 4 fall operation [m] 87.6 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 14 HT 23 82.0 m HT 23 93.3 m BT 23 Foundation anchors FUA G 210 Tower height [m] 93.3 Hook height 2 fall operation [m] 94.8 Hook height 4 fall operation [m] 94.4 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 15 UV 29 92.2 m UV 29 102.2 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 102.2 Hook height 2 fall operation [m] 103.7 Hook height 4 fall operation [m] 103.3 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 16 FUA 140 / Type C-120 Type D-140 Type D-140 Tower height [m] 40.5 63.0 67.5 Hook height 2 fall operation [m] 42.0 64.5 69.0 Hook height 4 fall operation [m] 41.6 64.1 68.6 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 17 HTA 23 77.5 m HT 23 82.0 m HT 23 Foundation anchors FUA G 160 Tower height [m] 82.0 Hook height 2 fall operation [m] 83.5 Hook height 4 fall operation [m] 83.1 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 18 HT 23 77.5 m HT 23 88.8 m BT 23 Foundation anchors FUA G 210 Tower height [m] 88.8 Hook height 2 fall operation [m] 90.3 Hook height 4 fall operation [m] 89.9 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 19 UV 29 87.7 m UV 29 97.7 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 97.7 Hook height 2 fall operation [m] 99.2 Hook height 4 fall operation [m] 98.8 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...

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

    5.0 x 5.0 6.0 x 6.0 Substructure height [m] Tower height [m] 59.7 55.2 68.7 Hook height 2 fall operation [m] 61.2 56.7 70.2 Hook height 4 fall operation [m] 60.8 56.3 69.8 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 21 Corner distance [m x m] 5.0 x 5.0 6.0 x 6.0 Substructure height [m] Tower height [m] 74.2 Hook height 2 fall operation [m] 75.7 Hook height 4 fall operation [m] 75.3 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 22 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 68.9 Hook height 2 fall operation [m] 70.4 Hook height 4 fall operation [m] 70.0 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 23 8.0 x 8.0 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 83.4 88.3 Hook height 2 fall operation [m] 84.9 89.8 Hook height 4 fall operation [m] 84.5 89.4 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 24 Substructure KR 16-80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 95.0 Hook height 2 fall operation [m] 96.5 Hook height 4 fall operation [m] 96.1 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 25 Substructure KR 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 99.5 Hook height 2 fall operation [m] 101.0 Hook height 4 fall operation [m] 100.6 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 26 6.0 x 6.0 Substructure height [m] Tower height [m] 59.7 55.2 68.7 64.2 Hook height 2 fall operation [m] 61.2 56.7 70.2 65.7 Hook height 4 fall operation [m] 60.8 56.3 69.8 65.3 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 27 Corner distance [m x m] 5.0 x 5.0 6.0 x 6.0 Substructure height [m] Tower height [m] 69.7 Hook height 2 fall operation [m] 71.2 Hook height 4 fall operation [m] 70.8 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 28 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 68.9 Hook height 2 fall operation [m] 70.4 Hook height 4 fall operation [m] 70.0 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 29 Corner distance [m x m] 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 78.9 Hook height 2 fall operation [m] 80.4 Hook height 4 fall operation [m] 80.0 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 30 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 83.8 Hook height 2 fall operation [m] 85.3 Hook height 4 fall operation [m] 84.9 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 31 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 95.0 Hook height 2 fall operation [m] 96.5 Hook height 4 fall operation [m] 96.1 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...

  • Page 32: Tower Combinations On Cross Frame Element (Slewing Section With Uv 20 - Connection)

    6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 44.5 58.0 71.5 Hook height 2 fall operation [m] 46.0 59.5 73.0 Hook height 4 fall operation [m] 45.6 59.1 72.6 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 33 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 44.5 58.0 71.5 Hook height 2 fall operation [m] 46.0 59.5 73.0 Hook height 4 fall operation [m] 45.6 59.1 72.6 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...

  • Page 34: Tower Combinations On City Portal (Slewing Section With Uv 20 - Connection)

    Corner distance [m x m] 5.24 x 5.24 6.92 x 6.92 Substructure height [m] Tower height [m] 55.3 88.3 Hook height 2 fall operation [m] 56.8 89.8 Hook height 4 fall operation [m] 56.4 89.4 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 35 Corner distance [m x m] 5.24 x 5.24 6.92 x 6.92 Substructure height [m] Tower height [m] 55.3 83.8 Hook height 2 fall operation [m] 56.8 85.3 Hook height 4 fall operation [m] 56.4 84.9 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...

  • Page 36: Tower Combinations On Mobile Cross Frame (Slewing Section With Uv 20 - Connection)

    8.0 x 8.0 Substructure height [m] Tower height [m] 38.0 60.5 70.0 75.5 Hook height 2 fall operation [m] 39.5 62.0 71.5 77.0 Hook height 4 fall operation [m] 39.1 61.6 71.1 76.6 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 37 Substructure KRF6 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 70.4 Hook height 2 fall operation [m] 71.9 Hook height 4 fall operation [m] 71.5 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 38 Corner distance [m x m] 8.0 x 8.0 10.0 x 10.0 Substructure height [m] Tower height [m] 84.9 89.8 Hook height 2 fall operation [m] 86.4 91.3 Hook height 4 fall operation [m] 86.0 90.9 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 39 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 101.0 Hook height 2 fall operation [m] 102.5 Hook height 4 fall operation [m] 102.1 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 40 8.0 x 8.0 Substructure height [m] Tower height [m] 38.0 60.5 70.0 71.0 Hook height 2 fall operation [m] 39.5 62.0 71.5 72.5 Hook height 4 fall operation [m] 39.1 61.6 71.1 72.1 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 41 Substructure KRF6 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 70.4 Hook height 2 fall operation [m] 71.9 Hook height 4 fall operation [m] 71.5 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 42 Substructure KRF6 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 80.4 Hook height 2 fall operation [m] 81.9 Hook height 4 fall operation [m] 81.5 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 43 Corner distance [m x m] 10.0 x 10.0 10.0 x 10.0 Substructure height [m] Tower height [m] 85.3 96.5 Hook height 2 fall operation [m] 86.8 98.0 Hook height 4 fall operation [m] 86.4 97.6 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 44 6.0 x 6.0 8.0 x 8.0 Substructure height [m] Tower height [m] 38.0 56.0 70.0 Hook height 2 fall operation [m] 39.5 57.5 71.5 Hook height 4 fall operation [m] 39.1 57.1 71.1 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 45 Substructure KRF4 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 71.0 Hook height 2 fall operation [m] 72.5 Hook height 4 fall operation [m] 72.1 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 46 Substructure KRF6 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 70.4 Hook height 2 fall operation [m] 71.9 Hook height 4 fall operation [m] 71.5 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 47 Substructure KRF6 12-60/80 Corner distance [m x m] 8.0 x 8.0 Substructure height [m] Tower height [m] 80.4 Hook height 2 fall operation [m] 81.9 Hook height 4 fall operation [m] 81.5 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 48 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 85.3 Hook height 2 fall operation [m] 86.8 Hook height 4 fall operation [m] 86.4 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 49 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 92.0 Hook height 2 fall operation [m] 93.5 Hook height 4 fall operation [m] 93.1 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...

  • Page 50: Tower Combinations On Undercarriage (Slewing Section With Uv 20 - Connection)

    8.0 x 8.0 Substructure height [m] Tower height [m] 27.0 45.0 58.5 77.0 Hook height 2 fall operation [m] 28.5 46.5 60.0 78.5 Hook height 4 fall operation [m] 28.1 46.1 59.6 78.1 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 51 8.0 x 8.0 Substructure height [m] Tower height [m] 27.0 45.0 58.5 72.5 Hook height 2 fall operation [m] 28.5 46.5 60.0 74.0 Hook height 4 fall operation [m] 28.1 46.1 59.6 73.6 Wind category C 25 TI_2017-3 WOLFF 7032.12 clear...
  • Page 52 8.0 x 8.0 Substructure height [m] Tower height [m] 27.0 45.0 54.0 68.0 Hook height 2 fall operation [m] 28.5 46.5 55.5 69.5 Hook height 4 fall operation [m] 28.1 46.1 55.1 69.1 Wind category C 25 WOLFF 7032.12 clear TI_2017-3...
  • Page 53 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 7032.12 clear...
  • Page 54 Please contact WOLFFKRAN for stability calculations in other wind regions. NOTICE The 4 fall hook height is only for the crane 7032.12 clear in 4 fall operation. For information on the different substructures, refer to Section 5 of the Operating Manual. WOLFF 7032.12 clear TI_2017-3...

  • Page 55: Foundation Loads Jib 25 M - 50 M

    Tower combination with base tower element BT 29 94.3 94.7 7600 1323 14240 1193 3730 98.8 99.2 8070 1369 15860 1239 3900 103.3 103.7 8580 1415 17620 1285 4090 1016 Caption: Hook height Vertical load STR: Number of falls Horizontal load Torque TI_2017-3 WOLFF 7032.12 clear...

  • Page 56: Foundation Loads Jib 52.5 M - 70 M

    Tower combination with base tower element BT 29 89.8 90.2 7100 1285 13890 1225 4240 94.3 94.7 7540 1332 15460 1271 4420 98.8 99.2 8010 1378 17170 1318 4610 1004 Caption: Hook height Vertical load STR: Number of falls Horizontal load Torque WOLFF 7032.12 clear TI_2017-3...

  • Page 57: Operating Speeds

    [m/min] referred to the fourth layer on drum Lifting 14,0 12,0 10,0 operational speed [m/min] referred to the fourth layer on drum Trolley movement 12,0 60 65 70 operational speed [m/min] Slewing 1 x 7.5 TI_2017-3 WOLFF 7032.12 clear...
  • Page 58 5 Operating speeds Drive unit Operating speed Hook travel Power Total connected [type] Carrying load distance [kW] wattage [kVA] max. 62.0 Total connected 0,80 Operating speed [min load at coincid- ence factor of 0.7 WOLFF 7032.12 clear TI_2017-3...
  • Page 59 Lifting 14,0 12,0 10,0 operational speed [m/min] referred to the sixth layer on drum Trolley movement 12,0 60 65 70 operational speed [m/min] Slewing 1 x 7.5 0,80 Operating speed [min TI_2017-3 WOLFF 7032.12 clear...

  • Page 60: Package List

    10.30 1.41 2.54 3920 36.89 Jib element 2 10.32 1.40 2.50 2380 36.12 Jib element 3 5.31 1.40 2.49 1035 18.51 Jib element 4 10.26 1.40 2.46 1740 35.34 Jib element 5 5.23 1.40 1.92 14.06 WOLFF 7032.12 clear TI_2017-3...
  • Page 61 0.64 Hook block U 8/16 AU 1.02 0.27 1.84 0.51 Auxiliary crane 2.29 0.41 3.46 3.25 Counterweight blocks 1.41 0.36 2.30 2700 1.17 Standard railings 1.10 2.20 1.00 2.42 Box (small parts) 0.63 0.50 0.38 1.12 TI_2017-3 WOLFF 7032.12 clear...

  • Page 62: Assembly Weights

    7 Assembly weights 7 Assembly weights 7.1 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. WOLFF 7032.12 clear TI_2017-3...

  • Page 63: Counterweight Block, 2.7 T

    Data counterweight block 2.7 t Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 30021887 Connection for stub shaft (Ø 40x 215 Item no.: 30024871) Structural steel reinforcement Suspension Component identifier TI_2017-3 WOLFF 7032.12 clear...

  • Page 64: Total Weight Jib Assembly

    7 Assembly weights 7.2 Total weight jib assembly Trolley jib, complete: trolley, trolley ropes, snatch block and rope swivel crossbeam Jib length [m] Weight [kg] WOLFF 7032.12 clear 70.0 14320 67.5 14020 65.0 13510 62.5 13450 60.0 13560 57.5 13260 55.0...

  • Page 65: Assembly Weight Slewing Section

    Hoist winch frame Hw 875 FU complete with 2nd brake and 270 m hoisting rope 3223 ▪ Hoist winch platform Hw 875 FU 2235 ▪ 2nd brake incl. platform and standard railings ▪ Hoisting rope Ø 16 mm x 270 m TI_2017-3 WOLFF 7032.12 clear...

  • Page 66: Assembly Weight Cross Frame

    Cross frame KR 16-80/ 100 (without accessories) 25400 (10.0 m x 10.0 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 WOLFF 7032.12 clear TI_2017-3...

  • Page 67: Assembly Weights Traveling Cross Frame

    14170 ▪ Cross frame ▪ Backing braces 2875 ▪ Drive gear corners 4560 ▪ Subframe 18270 ▪ Platforms and ladders ▪ Control cabinet ▪ small items ▪ Set of bolted spigots AZR 140 M KR 12-60/80 TI_2017-3 WOLFF 7032.12 clear...
  • Page 68 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 7032.12 clear TI_2017-3...
  • Page 69 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 7032.12 clear...
  • Page 70 Undercarriage UW 480, complete 34 000 7 100 ▪ Mast base 16 000 ▪ Hinged sections with mounting device and subframes 9 260 ▪ Diagonal struts and ballast carrier 1 640 ▪ Assembly platform, ladder, and small parts WOLFF 7032.12 clear TI_2017-3...
  • Page 71 AZ 140 M KR 12-60/80 ▪ AZ 120 E15,5 KR 12-60/80 ▪ AZ 140 E17 KR 12-60/80 ▪ AZ 160 M KR 12-60/80 ▪ AZ 140 E 10 KR 12-60/80 ▪ AZ 156 M KR 12-60/80 TI_2017-3 WOLFF 7032.12 clear...
  • Page 72 1 Undercarriage 5 Single-point lifting tackle (2 m with shackle) 2 Tower element 6 4-fall attachment (4 m with shackle) 3 Counterjib, complete 7 Jib, complete 8 Tower head section, complete (see also): ▪ Tower combinations [11] WOLFF 7032.12 clear TI_2017-3...
  • Page 73 WOLFFKRAN for information. NOTICE For jib assembly, use a 4-fall attachment (4 m with shackle). Length of jib elements Item Length [m] Jib element 1, 2, 4, 7, 8, 9 10.0 Jib element 3, 5 Jib element 6 TI_2017-3 WOLFF 7032.12 clear...
  • Page 74 65 m Dimension a Dimension b Dimension c Middle of tower Jib length [m] Data 67.5 a [m] 3.68 5.58 1.98 b [m] 1.70 1.70 5.97 c [m] 25.08 24.12 23.06 Weight [kg] 14210 13910 13400 WOLFF 7032.12 clear TI_2017-3...
  • Page 75 57,5 m Dimension a Dimension b Dimension c Middle of tower Jib length [m] Data 62.5 57.5 a [m] 1.15 0.58 1.98 b [m] 3.99 3.99 3.47 c [m] 22.49 22.77 21.81 Weight [kg] 13340 13450 13150 TI_2017-3 WOLFF 7032.12 clear...
  • Page 76 50 m Dimension a Dimension b Dimension c Middle of tower Jib length [m] Data 52.5 a [m] 2.80 2.80 3.63 b [m] 2.45 0.97 1.69 c [m] 20.89 20.15 20.10 Weight [kg] 12640 12580 12440 WOLFF 7032.12 clear TI_2017-3...
  • Page 77 42,5 m Dimension a Dimension b Dimension c Middle of tower Jib length [m] Data 47.5 42.5 a [m] 4.48 4.40 3.77 b [m] 0.97 0.90 1.53 c [m] 19.31 17.97 17.65 Weight [kg] 12140 11630 11570 TI_2017-3 WOLFF 7032.12 clear...
  • Page 78 35 m Dimension a Dimension b Dimension c Middle of tower Jib length [m] Data 37.5 a [m] 6.27 2.20 2.20 b [m] 1.53 5.25 2.75 c [m] 16.40 15.89 14.64 Weight [kg] 11060 10760 10250 WOLFF 7032.12 clear TI_2017-3...
  • Page 79 27,5 m Dimension a Dimension b Dimension c Middle of tower Jib length [m] Data 32.5 27.5 a [m] 0.54 0.54 1.24 b [m] 5.97 3.52 2.45 c [m] 13.78 12.56 11.67 Weight [kg] 9720 9210 8360 TI_2017-3 WOLFF 7032.12 clear...
  • Page 80 8 Assembly diagrams 8.1.7 Trolley jib - attachment diagram 25 m 25 m Dimension a Dimension b Dimension c Middle of tower Jib length [m] Data a [m] 1.98 b [m] 0.97 c [m] 10.56 Weight [kg] 7850 WOLFF 7032.12 clear TI_2017-3...
  • Page 81 Attachment extension (attachment rope ; with shackle and sling, order-no.: 10031510) Lifting eyes for up to 500 m hoisting rope on drum marked with "1" Counterjib with hoisting gear Lifting eyes Four-fall attachment (4 m with shackle) TI_2017-3 WOLFF 7032.12 clear...
  • Page 82 Counterjib with hoisting gear Lifting eyes 4-fall attachment (4 m with shackle) Counterjib lifting diagram: counterjib without mounted hoisting gear Counterjib without hoisting gear Lifting eye marked with "3" Four-fall attachment (4 m with shackle) Lifting eye not marked WOLFF 7032.12 clear TI_2017-3...
  • Page 83 Ø 135 x 610 Washer Ø 180 / 136 x 4 Cotter pin 16 x 160 Distance bush Ø 152,4 / 135,2 x 270 Ø 120 x 460 Washer Ø 180 / 121 x 4 Locking pin 20x150 TI_2017-3 WOLFF 7032.12 clear...
  • Page 84 Ø 95 / 80 x 210 Locking pin 10 x 100 Ø 95 / 80 x 210 Locking pin 10 x 100 Washer Ø 130 / 81 x 4 Ø 110 / 90 x 215 Locking pin 17 x 125 WOLFF 7032.12 clear TI_2017-3...
  • Page 85 M16x270-8.8 ISO 4017 Hexagonal nut M16-8 ISO 4032 Washer A16-200HV ISO 7090 Flange plate 12x210x295 Mounting rig 30 mm 380 mm 30 mm 227 mm <= QH 220 166 mm <= QH 160 184 mm 245 mm TI_2017-3 WOLFF 7032.12 clear...
  • Page 86 8 Assembly diagrams For mounting the screws (1) choose the pair of holes (A or B) in dependence to the profile of the top boom. WOLFF 7032.12 clear TI_2017-3...
  • Page 87 8.6.1 Standard railings (NG) and accessories Quantity Standard railings (NG) Support block (A) Flagpole holder (F) Standard posts (NPF) Hoop guard (RS) Standard railing 350 Standard railing 500 Standard railing 750 Standard railing 1000 Standard railing 1500 Standard railing 2000 TI_2017-3 WOLFF 7032.12 clear...
  • Page 88 8 Assembly diagrams 8.6.2 Arrangement of standard railings NG 750 NG 500 Standard railings at the driver's cab station NG 750 NG 350 Standard railings at slewing frame Flag pole mount at rope swivel crossbeam WOLFF 7032.12 clear TI_2017-3...
  • Page 89 NG 1000 NG 2000 NG 2000 NG 2000 NG 350 2 x NPF 2 x NPF NG 2000 NG 500 NG 1000 NG 2000 NG 2000 Standard railings at counterjib part 1 (above) and 2 (below) TI_2017-3 WOLFF 7032.12 clear...
  • Page 90 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. WOLFF 7032.12 clear TI_2017-3...
  • Page 91 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. TI_2017-3 WOLFF 7032.12 clear...
  • Page 92 Climbing radius [m] for the balancing weights Jib length [m] 7032.12 37.5 32.5 27.5 no weight UV 20 = 2.05 t TV 20 = 2.98 t 27.5 28.6 Weight = 5.0 t 17.9 18.6 17.3 19.2 20.5 18.2 WOLFF 7032.12 clear TI_2017-3...
  • Page 93 Climbing radius [m] for the balancing weights Jib length [m] 7032.12 37.5 32.5 27.5 no weight UV 20 = 2.05 t TV 20 = 2.98 t 27.0 28.0 26.0 Weight = 5.0 t 17.6 18.3 16.9 18.8 20.1 17.8 TI_2017-3 WOLFF 7032.12 clear...
  • Page 94 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. WOLFF 7032.12 clear TI_2017-3...
  • Page 95 Climbing radius [m] for the balancing weights – WOLFF 7032.12 Jib length [m] 7032.12 32.5 27.5 UV 20.4 = 2.05 t TV 20.4 = 2.98 t Weight = 5.0 t Weight = 8.0 t 20.1 21.3 22.1 20.1 TI_2017-3 WOLFF 7032.12 clear...
  • Page 96 9 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 WOLFF 7032.12 clear TI_2017-3...
  • Page 97 Out of service clamping forces Out of service clamping forces [kN] inside a building A [m] 64.5 60.0 55.5 51.0 C [m] 11.0 12.0 13.0 14.0 11.0 12.0 13.0 14.0 11.0 12.0 13.0 14.0 11.0 12.0 13.0 14.0 1046 1008 TI_2017-3 WOLFF 7032.12 clear...
  • Page 98 W = 8.1 t W = 8.1 t W = 5.4 t Intermediate ballast 1 x 2.7 t Counterweight block 1 x 2.7 t No counterweight Jib length [m] To the tower G Total weight [t] WOLFF 7032.12 clear TI_2017-3...
  • Page 100 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...

Table of Contents