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WOLFF 700 B Technical Information

Slewing tower crane
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Slewing tower crane
WOLFF 700 B
Technical information
WOLFF 700 B
TI_2017-3
English
English

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  • Page 1 TI_2017-3 Slewing tower crane WOLFF 700 B Technical information English English WOLFF 700 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 700 B TI_2017-3...

  • Page 3: Table Of Contents

    Load carrying capacities Table of load carrying capacity WOLFF 700 B (1 fall operation) Table of load carrying capacities (kg) in meter intervals, WOLFF 700 B (1 fall operation) Table of load carrying capacity WOLFF 700 B (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 700 B TI_2017-3...

  • Page 5: Schedule Drawing

    1 Schedule drawing 1 Schedule drawing 1.1 Schedule drawing WOLFF 700 B 7,3 m 6,8 m 30,0 t 35,0 t 6,2 m 40,0 t 5,7 m 50,0 t 5,1 m 50,0 t 4,6 m 50,0 t 4,1 m 50,0 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 700 B (1 Fall Operation)

    2 Load carrying capacities 2.1 Table of load carrying capacity WOLFF 700 B (1 fall operation) Operating radius 20 t 7.3 – 28.0 20.0 20.0 18.4 15.1 12.7 10.8 6.8 – 31.5 20.0 20.0 20.0 17.6 14.9 12.8 11.1 6.2 – 34.0 20.0...

  • Page 8: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 700 B (1 Fall Operation)

    2 Load carrying capacities 2.2 Table of load carrying capacities (kg) in meter intervals, WOLFF 700 B (1 fall operation) Operating radi­ Jib length [m] 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000...

  • Page 9: Table Of Load Carrying Capacity Wolff 700 B (2 Fall Operation)

    2 Load carrying capacities 2.3 Table of load carrying capacity WOLFF 700 B (2 fall operation) Operating radius max. LCC 40 t 7.3 – 19.0 30.0 t 28.3 21.6 17.2 14.0 11.6 6.8 – 18.5 35.0 t 32.0 24.7 19.8 16.4...

  • Page 10: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 700 B (2 Fall Operation)

    2 Load carrying capacities 2.4 Table of load carrying capacities (kg) in meter intervals, WOLFF 700 B (2 fall operation) Operating radi­ Jib length [m] 40000 40000 40000 40000 40000 40000 40000 35000 30000 40000 40000 40000 40000 40000 40000...

  • Page 11: Table Of Load Carrying Capacity Wolff 700 B (3 Fall Operation)

    2 Load carrying capacities 2.5 Table of load carrying capacity WOLFF 700 B (3 fall operation) Operating radius 50 t 5.7 – 14.2 34.6 27.0 22.0 18.4 15.7 13.6 11.9 10.5 5.1 – 14.5 35.7 28.2 23.2 19.6 16.9 14.8 13.1...

  • Page 12: Table Of Load Carrying Capacities (Kg) In Meter Intervals, Wolff 700 B (3 Fall Operation)

    2 Load carrying capacities 2.6 Table of load carrying capacities (kg) in meter intervals, WOLFF 700 B (3 fall operation) Operating radi­ Jib length [m] 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000...

  • Page 13: 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 All tower combinations apply to free standing slewing tower cranes without climbing gear and without auxiliary hoist. TI_2017-3 WOLFF 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 B with 40 m – 70 m jib on foundation. Slewing tower crane without climbing device.

  • Page 43: Operating Speeds

    0.7 45,00 40,00 35,00 30,00 25,00 20,00 15,00 10,00 6,20 0,00 Operating speed [m/min] (referred to the 8 th rope layer on drum) Max. tower height [m] (with jib length of 70 m) TI_2017-3 WOLFF 700 B...
  • Page 44 0.7 2,50 3,50 Operating speed [min] Drive unit Operating speeds Power Total connected [type] [kW] wattage [kVA] Slewing 2 x 7.5 241.0 Total connected load at coincid- ence factor of 0.7 0,70 Operating speed [min ] WOLFF 700 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 700 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 700 B TI_2017-3...

  • Page 47: Package List

    7 Package list 7 Package list 7.1 Package list 700 B Qua­ Description Package L [m] W [m] H [m] Weight Volume ntity [kg] [m³] Tower head section 11.95 2.50 2.57 9500 76.78 upper part including pul- ley block and platforms Tower head section 10.18...
  • Page 48 1.99 1500 1.20 tion Stay rods for 70 m oper- 10.53 0.60 0.19 2200 1.20 ating 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 700 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 700 B...

  • Page 50: Counterweight Block, 4.5 T

    2350 1350 237,5 237,5 Ø 30 1090 1090 2350 Data counterweight block 4.5 t Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number 30049318 Component identifier Border protection Adjustment WOLFF 700 B TI_2017-3...

  • Page 51: 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 TI_2017-3 WOLFF 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 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 700 B...
  • Page 68 9 Assembly diagrams NG 2000 2 x NP Arrangement of standard railings, slewing frame WOLFF 700 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 700 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 700 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 700 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 700 B TI_2017-3...
  • Page 73 Climbing radius [m] for the balancing weights Jib length [m] 700 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 700 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 700 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 700 B...
  • Page 76 Weight = 15.0 t Climbing radius [m] for the balancing weights Jib length [m] 700 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 700 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 700 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 700 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 700 B...
  • Page 80 4,5 to Bt. 4 , 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 4.5 tons lying concrete weight WOLFF 700 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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