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WOLFF 630 B Technical Information

Slewing tower crane
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Slewing tower crane
WOLFF 630 B
Technical information
WOLFF 630 B
TI_2017-3
English
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  • Page 1 TI_2017-3 Slewing tower crane WOLFF 630 B Technical information English English WOLFF 630 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 630 B TI_2017-3...

  • Page 3: Table Of Contents

    Load carrying capacities Table of load carrying capacity WOLFF 630B (1 fall operation) Table of load carrying capacities (kg) in meter intervals, WOLFF 630B (1 fall operation) Table of load carrying capacity WOLFF 630B (2 fall operation) Table of load carrying capacities (kg) in meter intervals, WOLFF 630B (2 fall operation)
  • Page 4 Support blocks for brace Suitable climbing devices 10.1 Outer climbing devices 10.1.1 Outer climbing device KWH 23 / KWH 23.1 10.2 Inner climbing devices 10.2.1 Inner climbing device KSH 23/ KSH E 23 Arrangement of counterweight blocks WOLFF 630 B TI_2017-3...

  • Page 5: Schedule Drawing

    1 Schedule drawing 1 Schedule drawing 1.1 Schedule drawing WOLFF 630 B 7,3 m 6,8 m 28,0 t 28,0 t 6,2 m 5,7 m 42,0 t 42,0 t 5,1 m 42,0 t 4,6 m 42,0 t 4,1 m 42,0 t...

  • Page 6: 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 7: Table Of Load Carrying Capacity Wolff 630B (1 Fall Operation)

    2 Load carrying capacities 2.1 Table of load carrying capacity WOLFF 630B (1 fall operation) Operating radius 14 t 7.3 – 37.0 14.0 14.0 14.0 14.0 12.6 10.8 6.8 – 42.0 14.0 14.0 14.0 14.0 14.0 12.8 11.1 6.2 – 46.0 14.0...

  • Page 8: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 630B (1 Fall Operation)

    2 Load carrying capacities 2.2 Table of load carrying capacities (kg) in meter intervals, WOLFF 630B (1 fall operation) Operating radi­ Jib length [m] 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000...

  • Page 9: Table Of Load Carrying Capacity Wolff 630B (2 Fall Operation)

    2 Load carrying capacities 2.3 Table of load carrying capacity WOLFF 630B (2 fall operation) Operating radius 28 t 7.3 – 20.0 28.0 21.4 17.0 13.9 11.6 6.8 – 22.5 28.0 24.7 19.9 16.4 13.8 11.7 10.1 6.2 – 24.0 28.0...

  • Page 10: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 630B (2 Fall Operation)

    2 Load carrying capacities 2.4 Table of load carrying capacities (kg) in meter intervals, WOLFF 630B (2 fall operation) Operating radi­ Jib length [m] 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000...

  • Page 11: Table Of Load Carrying Capacity Wolff 630B (3 Fall Operation)

    2 Load carrying capacities 2.5 Table of load carrying capacity WOLFF 630B (3 fall operation) Operating radius 42 t 6.2 – 16.0 32.8 25.4 20.4 16.9 14.3 12.2 10.6 5.7 – 16.5 34.1 26.7 21.8 18.2 15.6 13.5 11.9 10.5 5.1 –...

  • Page 12: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 630B (3 Fall Operation)

    2 Load carrying capacities 2.6 Table of load carrying capacities (kg) in meter intervals, WOLFF 630B (3 fall operation) Operating radi­ Jib length [m] 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000...

  • Page 13: 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 630 B...

  • Page 14: Tower Combinations On Foundation (Slewing Section With Ht 23 - Connection)

    HT 23 27.0 m HT 23 31.5 m HT 23 36.0 m HT 23 40.5 m HT 23 45.0 m HT 23 49.5 m HT 23 Foundation anchors FUA 160 G Tower height [m] 49.5 Wind category WOLFF 630 B TI_2017-3...
  • Page 15 HT 23 27.0 m HT 23 31.5 m HT 23 36.0 m HT 23 40.5 m HT 23 45.0 m HT 23 56.3 m BT 23 Foundation anchors FUA 210 G Tower height [m] 56.3 Wind category TI_2017-3 WOLFF 630 B...
  • Page 16 HT 23 37.2 m VR 23/25-29 41.7 m UV 29 46.2 m UV 29 50.7 m UV 29 55.2 m UV 29 65.2 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 65.2 Wind category WOLFF 630 B TI_2017-3...
  • Page 17 HT 23 22.5 m HT 23 27.0 m HT 23 31.5 m HT 23 36.0 m HT 23 40.5 m HT 23 45.0 m HT 23 Foundation anchors FUA 160 G Tower height [m] 45.0 Wind category TI_2017-3 WOLFF 630 B...
  • Page 18 HT 23 22.5 m HT 23 27.0 m HT 23 31.5 m HT 23 36.0 m HT 23 40.5 m HT 23 51.8 m BT 23 Foundation anchors FUA 210 G Tower height [m] 51.8 Wind category WOLFF 630 B TI_2017-3...
  • Page 19 HT 23 36.0 m HT 23 37.2 m VR 23/25-29 41.7 m UV 29 46.2 m UV 29 50.7 m UV 29 60.7 m BT 29 Foundation anchors FUA BT 29 Tower height [m] 60.7 Wind category TI_2017-3 WOLFF 630 B...

  • Page 20: Tower Combinations On Cross Frame (Slewing Section With Ht 23 - Connection)

    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] 50.9 51.3 Wind category WOLFF 630 B TI_2017-3...
  • Page 21 50.7 m UV 29 55.2 m UV 29 65.2 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] 67.0 Wind category TI_2017-3 WOLFF 630 B...
  • Page 22 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] 46.4 46.8 Wind category WOLFF 630 B TI_2017-3...
  • Page 23 50.7 m UV 29 55.2 m UV 29 65.2 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] 67.0 Wind category TI_2017-3 WOLFF 630 B...
  • Page 24 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] 46.4 46.8 Wind category WOLFF 630 B TI_2017-3...
  • Page 25 46.2 m UV 29 50.7 m UV 29 60.7 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] 62.5 Wind category TI_2017-3 WOLFF 630 B...
  • Page 26 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] 46.4 46.8 Wind category WOLFF 630 B TI_2017-3...
  • Page 27 41.7 m UV 29 46.2 m UV 29 56.2 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] 58.0 Wind category TI_2017-3 WOLFF 630 B...
  • Page 28 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] 41.9 46.8 Wind category WOLFF 630 B TI_2017-3...
  • Page 29 41.7 m UV 29 46.2 m UV 29 56.2 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] 58.0 Wind category TI_2017-3 WOLFF 630 B...

  • Page 30: Tower Combinations On Mobile Cross Frame (Slewing Section With Ht 23 - Connection)

    HT 23 HT 23 36.0 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] 38.9 39.3 Wind category WOLFF 630 B TI_2017-3...
  • Page 31 37.2 m UV 29 41.7 m UV 29 46.2 m UV 29 56.2 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 59.5 Wind category TI_2017-3 WOLFF 630 B...
  • Page 32 HT 23 HT 23 36.0 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] 38.9 39.3 Wind category WOLFF 630 B TI_2017-3...
  • Page 33 37.2 m UV 29 41.7 m UV 29 46.2 m UV 29 56.2 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 59.5 Wind category TI_2017-3 WOLFF 630 B...
  • Page 34 HT 23 HT 23 36.0 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] 38.9 39.3 Wind category WOLFF 630 B TI_2017-3...
  • Page 35 32.7 m UV 29 37.2 m UV 29 41.7 m UV 29 51.7 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 55.0 Wind category TI_2017-3 WOLFF 630 B...
  • Page 36 HT 23 HT 23 36.0 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] 38.9 39.3 Wind category WOLFF 630 B TI_2017-3...
  • Page 37 32.7 m UV 29 37.2 m UV 29 41.7 m UV 29 51.7 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 55.0 Wind category TI_2017-3 WOLFF 630 B...
  • Page 38 HT 23 HT 23 36.0 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] 38.9 39.3 Wind category WOLFF 630 B TI_2017-3...
  • Page 39 32.7 m UV 29 37.2 m UV 29 41.7 m UV 29 51.7 m BT 29 Substructure KRF 16-80/100 Corner distance [m x m] 10.0 x 10.0 Substructure height [m] Tower height [m] 55.0 Wind category TI_2017-3 WOLFF 630 B...
  • Page 40 25 years is used. As a basis, a recurrence interval of 25 years is used. 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 630 B TI_2017-3...

  • Page 41: Foundation Loads Jib 30 M - 35 M

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.1 Foundation loads jib 30 m - 35 m Slewing section 630 B with 30 m – 35 m jib on foundation. Slewing tower crane without climbing device.

  • Page 42: Foundation Loads Jib 40 M - 70 M

    4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001 4.2 Foundation loads jib 40 m - 70 m Slewing section 630 B with 40 m – 70 m jib on foundation. Slewing tower crane without climbing device.

  • Page 43: Operating Speeds

    Hw28110FU Lifting / lowering 214.0 Total connected load at coincid- ence factor of 0.7 35,00 30,00 28,00 25,00 20,00 15,00 10,00 5,00 4,50 Operating speed [m/min] Max. tower height [m] (with jib length of 70 m) TI_2017-3 WOLFF 630 B...
  • Page 44 0.7 2,80 1,80 Operating speed [min] Drive unit Operating speeds Power Total connected [type] [kW] wattage [kVA] Slewing 2x7.5 214.0 Total connected load at coincid- ence factor of 0.7 0,70 Operating speed [min ] WOLFF 630 B TI_2017-3...

  • Page 45: 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 630 B...
  • Page 46 30 m and 35 m 70 m 65 m 60 m 55 m 50 m 45 m 40 m 35 m 30 m radius [m] positions for out of service WOLFF 630 B TI_2017-3...

  • Page 47: Package List

    7 Package list 7 Package list 7.1 Package list 630 B Qua­ Description Package L [m] W [m] H [m] Weight Volume ntity [kg] [m³] Tower head section 11.95 2.50 2.30 9500 76.78 upper part including pulley block and plat-...
  • Page 48 0.50 1.99 1500 1.20 ation Stay rods for 70 m 10.53 0.60 0.19 2200 1.20 operating radius Auxiliary crane 3.37 0.40 3.43 4.62 Standard railings 2.60 1.10 0.65 1.86 Box (small parts) 0.63 0.50 0.38 1.12 WOLFF 630 B TI_2017-3...

  • Page 49: Assembly Weights

    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 630 B...

  • Page 50: Counterweight Block, 5.97 T

    R 60.0 300.0 40.0 1950.0 1650.0 200.0 ±3 1850.0 325.0 325.0 Data counterweight block 5.97 t Item Data Material Material quality S235JR, max. carbon content 0.25% Max. permitted weight tolerance +/- 3 % Order number 30046411 WOLFF 630 B TI_2017-3...

  • Page 51: Counterweight Block, 7.5 T

    1275 2350 237,5 1350 237,5 1090 1090 70 60 Data counterweight block 7.5 t Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 30049324 Component identifier Border protection Adjustment TI_2017-3 WOLFF 630 B...

  • Page 52: Counterweight Block, 8.0 T

    8 Assembly weights 8.1.3 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 WOLFF 630 B TI_2017-3...

  • Page 53: Total Weight Jib Assembly

    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 630 B 70.0 23300 65.0 21700 60.0 20800 55.0 19200 50.0 18400 45.0...

  • Page 54: Assembly Weight Slewing Section

    13290 ▪ Slewing frame + ball race bearing ▪ Connecting block 4480 Counterjib (including struts, pedestals and standard railing) 5900 Machine platform hoisting gear (1000 m rope = 5 to) 17500 Machine platform luffing gear 4700 WOLFF 630 B TI_2017-3...

  • Page 55: 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 TI_2017-3 WOLFF 630 B...
  • Page 56 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 630 B TI_2017-3...
  • Page 57 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 29 m (B).
  • Page 58 8 Assembly weights (see also): ▪ Tower combinations [13] WOLFF 630 B TI_2017-3...
  • Page 59 For jib assembly, use a 4-fall attachment (4 m with shackle). Length of jib elements Item Length [m] Jib element 1 11.60 Jib element 2, 5, 6 10.35 Jib element 3, 4 5.18 Jib element 7 9.97 TI_2017-3 WOLFF 630 B...
  • Page 60 Weight [kg] 23300 21700 20800 Caption H 1 – H 2 Support block for jib brace Boom protectors at the bottom boom Support block for pulley block Fastening assembly brace ropes Support block for brace rod 1 WOLFF 630 B TI_2017-3...
  • Page 61 Weight [kg] 19200 18400 16700 Caption H 1 – H 2 Support block for jib brace Boom protectors at the bottom boom Support block for pulley block Fastening assembly brace ropes Support block for brace rod 1 TI_2017-3 WOLFF 630 B...
  • Page 62 Weight [kg] 15600 14000 12200 Caption H 1 – H 2 Support block for jib brace Boom protectors at the bottom boom Support block for pulley block Fastening assembly brace ropes Support block for brace rod 1 WOLFF 630 B TI_2017-3...
  • Page 63 Jib – 45 m 0.75 1.60 5.15 10.30 2.48 20.28 Jib – 40 m 0.75 1.60 5.15 5.15 2.48 15.13 Jib – 35 m 0.75 1.60 5.15 2.48 9.98 Jib – 30 m 0.75 1.60 2.48 4.83 TI_2017-3 WOLFF 630 B...
  • Page 64 Locking pin 10x100 10024804 Jib – 30 m Ø 80/70x200 30048828 Locking pin 10x100 10024804 Ø 80/70x200 30048828 Locking pin 10x100 10024804 Ø 80/70x200 30048828 Locking pin 10x100 10024804 Ø 80/70x200 30048828 Locking pin 10x100 10024804 WOLFF 630 B TI_2017-3...
  • Page 65 Standard posts Ø42.4 x 1090 30000167 Standard railings NG 500 30018793 Standard railing NG 750 30018794 Standard railing NG 1000 30018795 Standard railing NG 1500 30018796 Standard railings NG 1500 S 30046289 Standard railing NG 2000 30018797 TI_2017-3 WOLFF 630 B...
  • Page 66 9 Assembly diagrams 9.3.2 Arrangement of standard railings NG 500 NG 750 NG 1500 NG 1500 NG 1500 NG 1500 S Arrangement of standard railings, counterjib NG 1500 Arrangement of standard railings, driver's cab WOLFF 630 B TI_2017-3...
  • Page 67 9 Assembly diagrams NG 750 NG 750 Arrangement of standard railings, tower head section NG 500 NG 750 Arrangement of standard railings, connecting block TI_2017-3 WOLFF 630 B...
  • Page 68 9 Assembly diagrams NG 2000 2 x NP Arrangement of standard railings, slewing frame WOLFF 630 B TI_2017-3...
  • Page 69 9.4 Support blocks for brace 90 mm Support block H 1 for jib brace Support block Bracket Nut and washer 100 mm Support block H 2 for jib brace Support block Bracket Nut and washer Bolts with handle and chain TI_2017-3 WOLFF 630 B...
  • Page 70 9 Assembly diagrams 530 mm Support block H 3 for pulley block Support block Bracket Nut and washer 9-8/10′′ (250 mm) Support block H4 for brace rod 1 Support block for brace rod 1 Bracket Nut and circlip WOLFF 630 B TI_2017-3...
  • Page 71 Hook position is on the same height as at hook heights in height of the bottom edge of the tower head section lower part (hook height = tower height). NOTICE If feasible, preferably operate your climbing device without balancing weight. TI_2017-3 WOLFF 630 B...
  • Page 72 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 630 B TI_2017-3...
  • Page 73 Climbing radius [m] for the balancing weights Jib length [m] 630 B no weight 35.6 37.8 38.8 41.3 42.1 HT 23 = 3.94 t 32.1 33.0 Weight = 5.0 t 30.6 32.0 Weight = 10.0 t 23.2 24.2 TI_2017-3 WOLFF 630 B...
  • Page 74 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 630 B TI_2017-3...
  • Page 75 HT 23 inner climbing device KSH E 23 KSH E 23 KSH E 23 KSH E 23 Foundation FUA 210 G FUA 210 G FUA 210 G FUA 210 G Tower height [m] 48.0 43.5 39.0 34.5 TI_2017-3 WOLFF 630 B...
  • Page 76 Weight = 15.0 t Climbing radius [m] for the balancing weights Jib length [m] 630 B no weight HT 23 = 3.94 t Weight = 5.0 t Weight = 10.0 t 33.2 33.8 Weight = 15.0 t 27.6 28.4 WOLFF 630 B TI_2017-3...
  • Page 77 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 TI_2017-3 WOLFF 630 B...
  • Page 78 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 WOLFF 630 B TI_2017-3...
  • Page 79 15.5 12.0 13.0 14.0 15.0 15.5 12.0 13.0 14.0 15.0 15.5 V (kN) 2058 2019 1980 1940 Ho (kN) 1380 1270 1180 1100 1070 1250 1150 1070 1000 1130 1040 1020 Hu (kN) 1040 T (kN) TI_2017-3 WOLFF 630 B...
  • Page 80 7,5 to Bt. 7 , 5 B t . 5 , 9 5,97 to St. 6 x 5.97 tons suspended steel weight 2 x 8.0 tons suspended concrete weight 1 x 7.5 tons lying concrete weight WOLFF 630 B TI_2017-3...
  • Page 82 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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