WOLFFKRAN. 1 Schedule drawing. 1.1 Schedule drawing, WOLFF clear. max. hook height above ground. Data WOLFF clear
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- Piers Shaw
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1 1 Schedule drawing 1.1 Schedule drawing, WOLFF clear [X] max. hook height above ground Data WOLFF clear Item Crane type Design Type of setup Basis of calculation Payload torque Hoist winch Data BGL GROUP C Overhead travelling crane with top slewing trolley jib, with climbing feature Stationary or travelling EN max kn/m Hw 628FU 1
2 1.2 Schedule drawing, WOLFF clear [X] max. hook height above ground Data WOLFF clear Item Crane type Design Type of setup Basis of calculation Payload torque Hoist winch Data BGL GROUP C Overhead travelling crane with top slewing trolley jib, with climbing feature Stationary or travelling EN max kn/m Hw 845FU / Hw 875FU 2
3 2 Load carrying capacities 2.1 Table of load carrying capacities, WOLFF clear (6.2 t) Operating radius [m] JL [m] JL LCC 6.2 t , L CC [t] Jib length Load carrying capacity The load carrying capacity is related to a hook range of 42.0 m. Hook ranges greater than that reduce the maximum load carrying capacity by the weight of the additional hoisting ropes (double-reeving mode = 2.5 kg per meter of the hook range). 3
![3 4.9 4.6 4.2 4.0 3.7 3.5 3.3 3.1 [t] 525 2.75-31.5 6.2 6.2 6.2 6.2 6.0 5.5 5.1 4.7 4.4 4.1 3.8 3.6 3.4 50 2.75-32.1 6.2 6.2 6.2 6.2 6.1 5.6 5.2 4.8 4.5 4.2 3.9 3.7 47.5 2.75-32.6 6.2 6.2 6.2 6.2 6.2 5.](/docs-images/47/21081953/images/page_3.jpg "7 5.3 4.9 4.6 4.3 4.0 45 2.75-33.4 6.2 6.2 6.2 6.2 6.2 5.9 5.4 5.1 4.7 4.4 42.5 2.75-34.0 6.2 6.2 6.2 6.2 6.2 6.0 5.5 5.2 4.8 40 2.75-34.3 6.2 6.2 6.2 6.2 6.2 6.1 5.6 5.2 37.5 2.75-34.8 6.2 6.2 6.2 6.2 6.2 6.2 5.7 35 2.")
4 2.2 Table of load carrying capacities (kg) in meter intervals, WOLFF clear (6.2 t, double reeving mode) Operating radius Jib length [m] [m]
5 2.3 Load capacity tables WOLFF clear (8.5 t) Operating radius [m] JL [m] JL LCC 8.5 t L CC [t] Jib length Load carrying capacity The load carrying capacity is related to a hook range of 42.0 m. Hook ranges greater than that reduce the maximum load carrying capacity by the weight of the additional hoisting ropes (double-reeving mode = 2.5 kg per meter of the hook range). 5
6 2.4 Table of load carrying capacities (kg) in meter intervals, WOLFF clear (8.5 t, double reeving) Operating Jib length radius [m]
7 3 Tower combinations DANGER Usage of incorrect tower combinations. The slewing tower crane may overturn. 1) Use the specified tower combinations. 2) If you need another tower combination that is not specified here, please contact WOLFFKRAN to get an approved alternative setup in writing.!! NOCE All tower combinations apply to free standing slewing tower cranes without climbing gear. NOCE For tower combination with tower element TV 25 and UV 25 please contact WOLFFKRAN. 7
8 3.1 Tower combinations on foundation (UV 20/ TV 20 connection) Jib length 25 m 60 m Item m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 UV 20.4 TV m UV 20.4 TVA 20.4 TV m TV 20.4 TV m TV 20.4 TV m TV 20.4 TV 20.4 Foundation FUA 120 type C-120 FUA 140 type D-140 FUA 140 type D-140 Tower height [m] Hook height double reeving [m]
![0 m UV 20.4 UV 20.4 TV 20.4 11 49.5 m UV 20.4 UV 20.4 TV 20.4 12 54.0 m UV 20.4 TVA 20.4 TV 20.4 13 58.5 m TV 20.4 TV 20.4 14 63.0 m TV 20.4 TV 20.4 15 67.5 m TV 20.4 TV 20.4 Foundation FUA 120 type C-120 FUA 140 type D-140 FUA 140 type D-140 Tower height [m] 54.](/docs-images/47/21081953/images/page_8.jpg "0 67.5 67.5 Hook height double reeving [m] 55.0 69.0 69.0 8")
9 Jib length 25 m 60 m Item m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 UV m UV 20.4 TVA m TVA 20.4 TV m TV 20.4 TV m TV 20.4 TV m TV 20.4 TV m VR 2023 VR m TV 23 TV m TV 23 HTA m HT m HT 23 Foundation FUA 140 FUA G 160 type D-140 Tower height [m] Hook height double reeving [m]
10 Jib length Item m UV m UV m UV m UV m UV m UV m UV m UV m UV m UV m TVA m TV m TV m TV m VR m TV m HTA m HT m HT m BT m 60 m Foundation FUA G 210 Tower height [m] 93.3 Hook height double reeving [m]
11 Jib length Item m UV m UV m UV m UV m UV m UV m UV m UV m UV m UV m TVA m TV m TV m TV m VR m TV m HTA m HT m HT m VR 23/ m UV m UV m BT m 60 m Foundation FUA BT 29 Tower height [m] Hook height double reeving [m]
12 3.2 Tower combinations on foundation (TFS20 connection) Jib length 25 m 60 m Item m TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS m TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 UVA m UVA 20.4 UV m UV 20.4 UV m UV 20.4 TVA m TV m TV m TV 20.4 Foundation FUA B.4 FUA 93 FUA 120 type D-120 FUA 140 type D-140 Tower height [m] Hook height double reeving [m]
13 Jib length Item m TFS m TFS m TFS m TFS m TFS m TFS m TFS m UVA m UV m UV m UV m TVA m TV m TV m TV m VR m TV m TV m 60 m Foundation FUA 140 type D-140 Tower height [m] 77.5 Hook height double reeving [m]
14 Jib length Item m TFS m TFS m TFS m TFS m TFS m TFS m UVA m UV m UV m UV m TVA m TV m TV m TV m TV m VR m TV m HTA m HT m HT m HT m 60 m Foundation FUA G 160 Tower height [m] 91.0 Hook height double reeving [m]
15 Jib length Item m TFS m TFS m TFS m TFS m TFS m TFS m UVA m UV m UV m UV m TVA m TV m TV m TV m VR m TV m HTA m HT m HT m HT m BT m 60 m Foundation FUA G 210 Tower height [m] 97.8 Hook height double reeving [m]
16 Jib length Item m TFS m TFS m TFS m TFS m TFS m TFS m UVA m UV m UV m UV m TVA m TV m TV m TV m VR m TV m HTA m HT m HT m HT m VR 23/ m UV m BT m 60 m Foundation FUA BT 29 Tower height [m] Hook height double reeving [m]
17 3.3 Tower combinations on cross frame (UV 20/ TV 20 connection) Item m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV m UV 20 UV 20 TVA m UV 20 TVA 20 TV m TVA 20 TV 20 TV m TV 20 TV 20 TV m TV 20 TV 20 TVÜ m TVÜ 20 TV m TV 25 TV m UVA m VR m UV m UV m UV m BT 29 Substructure KR KRV 7-32/46 KR KR KR KR [m x m] 5.0 x x 6.0 KR 10-46/ x x x 6.0 KR 16-80/ x x x 10.0 Substructure height [m] Tower height [m] Hook height above ground [m]
18 3.4 Tower combinations on cross frame (TFS 20 connection) Item m TFS 20 TFS 20 TFS 20 TFS 20 TFS ,0 m TFS 20 TFS 20 TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 UVA m UVA 20 UVA 20 UV m UV 20 UV 20 TVA m UV 20 TVA 20 TV m TVA 20 TV 20 TV m TV 20 TV 20 TV m TV 20 TV 20 TVÜ m TVÜ 20 TV m TV 25 TV m UVA m VR m UV m UV m UV m BT 29 Substructure KR KRV 7-32/46 KR KR KR KR [m x m] 5.0 x x 6.0 KR 10-46/ x x x 6.0 KR 16-80/ x x x 10.0 Substructure height [m] Tower height [m] Hook height above ground [m]
19 3.5 Tower combinations on cross frame element (UV 20/ TV 20 connection) Item m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV m TVA 20 UV 20 TVA m TVA 20 TV m TV m TV m TVÜ m UVA 25 Substructure KRE KRE KRE KRE KRE 480 [m x m] 5.0 x x x x x 8.0 Substructure height [m] Tower height [m] Hook height above ground [m]
20 3.6 Tower combinations on cross frame element (TFS 20 connection) Item m TFS 20 TFS 20 TFS 20 TFS 20 TFS ,0 m TFS 20 TFS 20 TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m UVA 20.4 UVA 20.4 TFS 20.4 TFS 20.4 UVA m UVA 20.4 UVA 20.4 UV m TVA 20.4 UV 20.4 UV m TVA 20.4 TVA m TV m TV m TVÜ m UVA 25 Substructure KRE KRE KRE KRE KRE 480 [m x m] 5.0 x x x x x 8.0 Substructure height [m] Tower height [m] Hook height above ground [m]
21 3.7 Tower combinations on bogie truck (UV 20/ TV 20 connection) Item m UV 20 UV 20 UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV 20 UV 20 UV m UV 20 UV 20 UV 20 UV 20 UV 20 UV m TVA 20 UV 20 UV 20 UV 20 UV m TVA 20 UV 20 UV 20 UV m TVA 20 UV 20 TVA m TVA 20 TV m TV m TVÜ m UVA 25 Substructure UW UW UW UW UW UW UW 480 [m x m] 5 x x 6 5 x x 6 5 x x 6 8 x 8 Substructure height [m] Tower height [m] Hook height above ground [m]
22 3.8 Tower combinations on bogie truck (TFS 20 connection) Item m TFS 20 TFS 20 TFS 20 TFS 20 TFS 20 TFS 20 TFS ,0 m TFS 20 TFS 20 TFS 20 TFS 20 TFS 20 TFS 20 TFS m TFS 20 TFS 20 TFS 20 TFS 20 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m UVA 20 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS 20.4 TFS m UVA 20 UVA 20 UVA 20 UVA 20 UVA 20 UVA m TVA 20 UV 20 UV 20 UV 20 UV m TVA 20 UV 20 UV 20 UV m TVA 20 UV 20 TVA m TVA 20 TV m TV m TVÜ m UVA 25 Substructure UW UW UW UW UW UW UW 480 [m x m] 5 x x 6 5 x x 6 5 x x 6 8 x 8 Substructure height [m] Tower height [m] Hook height above ground [m]
23 4 Operating speeds Drive unit [type] Operating speed Carrying load Hook travel distance max. [m] Power [kw] Total connected wattage [kva] Hw628FU Lifting Total connected load at coincidence factor of 0.7 stepless accelaration Load capacities Operating speed (based on 4th rope layer on drum) KW Crab movement 7.5 Load capacities stepless accelaration Operating speed SG Slewing operating speed [min ] 0,8 23
24 Drive unit [type] Operating speed Carrying load Hook travel distance max. [m] Power [kw] Total connected wattage [kva] Hw845FU Lifting Total connected load at coincidence factor of 0.7 [t] Load capacities 8,5 8,0 7,0 6,0 5,0 4,0 3,0 2,0 1,6 1, Operating speed stepless accelaration [m/min] KW Crab movement 7.5 Load capacities [t] 8,5 8,0 6,0 4,0 3,0 0 stepless accelaration Operating speed [m/min] SG Slewing operating speed [min ] 0,8 24
25 load [t] WOLFFKRAN Drive unit [type] Operating speed Carrying load Hook travel distance max. [m] Power [kw] Total connected wattage [kva] Hw875FU Lifting Total connected load at coincidence factor of 0.7 KW Crab movement continuously variable acceleration operating speeds [m/min] SG Slewing
26 5 Package list 6023 Quantity Description Package L [m] W [m] H [m] Weight [kg] 1 Tower head section, complete with slewing frame, ball L slew bearing, slewing gear and slip ring system Tower head section upper part with stay parts L B H B H Volume [m³] with UV 20 / TV 20 lower part of tower head section with TFS 20 lower part of tower head section Tower head section lower part with slewing frame, ball slew bearing, slewing gear and slip ring system L B 1 Driver's cab with driver's cab suspension L B H H with UV 20 / TV 20 lower part of tower head section with TFS 20 lower part of tower head section Counter jib with stay parts and standard railings L B H Counter jib without ballast carrier and without loose items L B H Hoist winch platform Hw628FU H (incl. 200 m hoisting rope) L B 1 Hoist winch platform Hw845FU H (incl. 200 m hoisting rope) L B 1 Hoist winch platform Hw875FU H (incl. 200 m hoisting rope) L B 1 Jib section 1 with H traverse gear L B 1 Jib section 2 1 Jib section 3 L B H H L B 1 Jib section 4 H L B 26
27 Quantity 1 Jib section 5 Description Package L [m] W [m] H [m] Weight [kg] L B Volume [m³] H Jib section 6 H L B 1 Jib section 7 H L B 1 Jib section 8 H L B 1 Rope swivel crossbeam L B H Trolley LK 8 H L B 1 Maintenance cage H L B 1 Snatch block U6 (8) H L B 1 Standard railings Box (small parts) H L B 27
28 6 Assembly weights 6.1 Counterweight blocks! NOCE The described diagrams of the counterweights and central ballast blocks only show sketches. Have them issue the reinforcement charts by experts. 28
29 6.1.1 Counterweight block, 2.7 t 150 Ø = = 360 +/-5 2,7t 4 Data counterweight block 2.7 t Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number Connection for stub shaft (Ø 40/ 78 x ) 2 Structural steel reinforcement 3 Suspension 4 Component identifier 29
30 6.1.2 Counterweight block, 3.7 t WOLFFKRAN Ø , 7 t x /- 5 +/ /- 5 Data counterweight block 3.7 t Item Data Material Concrete, min. C 20/25 Max. permitted weight tolerance +/- 3 % Order number Corner guard 2 Suspension 3 Component identifier 30
31 6.2 Total weight jib assembly Trolley jib, complete: Trolley, trolley ropes, snatch block, standard railings and rope swivel crossbeam Jib length (m) Weight (kg) WOLFF 6023 clear
32 6.3 Assembly weight slewing gear Module Crane parts Weight [kg] Tower head section complete Tower connection UV 20 / TV 20 tower head 9065 section lower part Tower head section upper part including brace plates 1300 Tower head section lower part including slewing frame, ball race bearing, slewing gears, standard railings and slip ring system 7765 Tower head section complete Tower connection TFS 20 Lower part of tower head section Tower head section upper part including brace plates Tower head section lower part including slewing frame, ball race bearing, slewing gears, standard railings and slip ring system 7025 Operator cabinet platform, complete 2390 Driver's cab including control cabinet, resistor and driver's cab suspension Counter jib with Hw628FU, complete Counter jib with brace plates, standard railings and ballast frame 6840 Hoist winch platform Hw628FU 1760 Concrete counterweight block 3.7 t (below hoist winch platform) 3700 Counter jib with Hw845FU, complete Counter jib with brace plates, standard railings and ballast frame 6840 Hoist winch platform Hw845FU 2035 Concrete counterweight block 3.7 t (below hoist winch platform) 3700 Counter jib with Hw875FU, complete Counter jib with brace plates, standard railings and ballast frame 6840 Hoist winch platform Hw875FU 2375 Concrete counterweight block 3.7 t (below hoist winch platform)
33 6.4 Assembly weight cross frame Module Crane parts Weight [kg] Cross frame KR 6-40 (without accessories) (4.0 m x 4.0 m) 4 bolted spigots AZ bolted spigots AZ 93.4 E Cross frame KR 7-32 (without accessories) (3.2 m x 3.2 m) 4 bolted spigots AZ 85 E bolted spigots AZ 93.4 E bolted spigots AZ 120 M 292 Cross frame KR 7-32 (without accessories) (3.2 m x 3.2 m) 4 bolted spigots AZ 85 E bolted spigots AZ 93.4 E bolted spigots AZ 120 M 292 Cross frame KR 7-32/46 (without accessories) (4.6 m x 4.6 m) 4 bolted spigots AZ 85 E bolted spigots AZ 93.4 E bolted spigots AZ 120 M 292 Cross frame KR 8-46 (without accessories) (4.6 m x 4.6 m) 4 bolted spigots AZ 85 E bolted spigots AZ 93.4 E bolted spigots AZ 120 M 292 Cross frame KR (without accessories) (4.6 m x 4.6 m) 4 bolted spigots AZR 120 E bolted spigots AZ 140 M 698 Cross frame KR 16-46/ 60 (without accessories) (6.0 m x 6.0 m) 4 bolted spigots AZR 120 E bolted spigots AZ 140 M 698 Cross frame KR HEB (without accessories) (4.0 m x 4.0 m) 4 bolted spigots AZ Cross frame KR HEB (without accessories) (5.0 m x 5.0 m) 4 bolted spigots AZ Cross frame KR HEB (without accessories) (5.0 m x 5.0 m) 4 bolted spigots AZ 120 M 292 Cross frame KR HEB (without accessories) (6.0 m x 6.0 m) 4 bolted spigots AZ 120 M 292 Supporting frame SR 150 (without accessories) (4.0 m x 4.0 m) 4 bolted spigots AZ 85 E bolted spigots AZ 93.4 E bolted spigots AZ 120 M 292 Cross frame KR (without accessories) (8 m x 8 m) 4 bolted spigots AZ 140 E
34 Module Crane parts Weight [kg] 4 bolted spigots AZ 156 M 748 Cross frame KR (without accessories) (8 m x 8 m) 4 bolted spigots AZ 140 E KR bolted spigots AZ 156 M KR bolted spigots AZ 156S M KR Cross frame KR / 100 (without accessories) (10 m x 10 m) 4 bolted spigots AZ 140 E KR bolted spigots AZ 156 M KR bolted spigots AZ 156S M KR
35 6.5 Assembly weight cross frame elements Module Crane parts Weight [kg] Cross frame element KRE 138 complete Cross frame platform with lifting beam, corner plates and transport locks Mast base with diagonal struts Cross frame element KRE 250 complete Cross frame platform with hinged section, corner plates and transport locks Mast base with diagonal struts and tie rods Cross frame element KRE 260.1, complete Cross frame platform with hinged section, corner plates and transport locks Mast base with diagonal struts and tie rods Cross frame element KRE 260.2, complete Cross frame platform with hinged section, corner plates and transport locks Mast base with diagonal struts and tie rods Cross frame element KRE 480 complete Mast base Hinged sections with corner plates Diagonal struts and ballast carrier Assembly platform, ladder, and small parts
36 6.6 Assembly weight bogie truck Module Crane parts Weight [kg] Bogie truck UW 138, complete Bogie truck platform with lifting beam, spacers and subframes Mast base with diagonal struts Bogie truck UW 250, complete Bogie truck platform with hinged sections, subframes and transport locks Mast base with diagonal struts and tie rods Bogie truck UW 260.1, complete Bogie truck platform with hinged sections, subframes and transport locks Mast base with diagonal struts and tie rods Bogie truck UW 260.2, complete Bogie truck platform with hinged sections, subframes and transport locks Mast base with diagonal struts and tie rods Bogie truck UW 260.3, complete Bogie truck platform with hinged sections, subframes and transport locks Mast base with diagonal struts and tie rods Bogie truck UW 480, complete Mast base Hinged sections with lifting beam and subframes Diagonal struts and ballast carrier Assembly platform, ladder, and small parts
37 6.7 Hook height above ground required for mobile cranes For information about the height of the WOLFF slewing tower crane, refer to Tower combinations [7]. NOCE! 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 12 (B) B X A 2 1 Exemplary illustration [A] Height of the WOLFF slewing tower crane [X] Hook height above ground required for the mobile crane [B] Clearance 12 m 1 Undercarriage 5 Single-point lifting tackle (2 m with shackle) 2 Tower element 6 Four-point lifting tackle (4 m with shackle) 3 Counter jib, complete 7 Jib, complete 4 Four-point lifting tackle (with shackle) 8 Tower head section, complete See also: Tower combinations [7] 37
38 7 Assembly diagrams 7.1 Jib attachment diagram!! NOCE For jib assembly, use a Four-point lifting tackle (4 m with shackle). NOCE To install the hook block within two sling ropes to DIN 3088 (Ø 8 mm x 1 m with shackle), attach it to the trolley, reeve in the mounting rope (Perlon, Ø 14 mm x 12 m) and secure it on the trolley. Length of jib elements Item in [m] Trolley jib elements 1, 3, 6, 7 and Jib element 2, Trolley jib element Rope swivel crossbeam
39 7.1.1 Trolley jib - attachment diagram 60 m to 50 m a b 60m a b 57,5m a b 55m a b 52,5m a b 50m a b Dimension a Dimension b Jib length [m] Data a [mm] b [mm] Weight [kg] 6023 clear
40 7.1.2 Trolley jib - attachment diagram 47.5 m to 37.5 m a b 47,5m a b 45m a b 42,5m a b 40m a b 37,5m a b Dimension a Dimension b Jib length [m] Data a [mm] b [mm] Weight [kg] 6023 clear
41 7.1.3 Trolley jib - attachment diagram 35 m to 25 m a b 35m a b 32,5m a b 30m a b 27,5m a b 25m a b Dimension a Dimension b Jib length [m] Data a [mm] b [mm] Weight [kg] 6023 clear
42 7.2 Trolley jib mounting rig! NOCE For information on the arrangement of the mounting rig, refer to the attachment diagram. Two mounting rigs are required per slewing tower crane. Elements required for each mounting rig Quantity Item Dimensions Material 1 Mounting rig 4 Hexagonal head bolt M16 x 240 ISO galv. 8 HSFG washer 17 EN galvanized 8 Hexagonal nut M16 ISO galvanized Mounting rig E 1 F G R H D 1 Hexagonal head screw A Mounting rig 2 HSFG washer W Top belt trolley jib 3 Hexagonal nut 42
43 8 Suitable climbing frames This section contains information on Outer climbing units Inner climbing units (KSH) WARNING Climbing unit attached to the cat head bottom section Increased wind surface. The slewing tower crane may overturn. 1) Lower the climbing unit down on the tower, or 2) dismantle the climbing unit.!!! NOCE Clamping forces for the inner climbing unit (KSH) are specified based on a building height of < 250m and wind category C 25 NOCE The operating radius specified is measured from the tower center and is to be considered a reference value. Exact balancing can be achieved by moving the trolley with the tower elements specified in the table or a load and can be checked by moving the end stops of the tower apart without offsets. NOCE The data required and the instructions for tower assemblies with inner climbing unit is available in the separate description of the inner climbing unit. DANGER! Observe the special tower combination for the inner climbing unit. 43
44 8.1 Outer climbing units! NOCE If feasible, you should preferably operate your climbing frame without balancing weight.! NOCE 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. 44
45 8.1.1 Outer climbing unit KWH 20.3/ KWH ! NOCE Minimum height for stationary setup: 3 tower elements = 13.5 m tower height Minimum height for crawling towers: 2 tower elements + bogie truck = approx m tower height Climbing radius for the balancing weights Jib length [m] UV 20 = 1.95 t TV 20 = 3.05 t
46 8.1.2 Outer climbing unit KWH 20.6/ KWH ! NOCE Minimum height for stationary setup: 2 tower elements = 9.0 m tower height Minimum height for crawling towers: 2 tower elements + bogie truck = approx m tower height Climbing radius for the balancing weights Jib length [m] UV 20 = 1.95 t TV 20 = 3.05 t
47 8.2 Inner climbing units Inner climbing unit KSH 20 M Tower combinations for tower cranes with inner climbing unit. Item 1 UV 20.4 LC UV UV 20.4 LC UV 20.4 LC 3 UV 20.4 LC Inner climbing unit KSH 20 M KSH 20 M Foundation FUA 120 FUA 120 Tower height [m] Hook height above ground [m] Tower combinations for slewing tower cranes with inner climbing unit. Item 1 UV UV UV UV 20.4 LC Inner climbing frame KSH 20 M Foundation FUA 120 Tower height [m] 39.8 Climbing radius for the balancing weights Jib length [m] UV 20.4 = t TV 20.4 = 2.98 t Weight = 5.00 t
48 B C min = 11,0 m C max = 14,0 m Ho Ho = M C MD 2 x a + H Hu = Ho - H T = A C a = 2,26 m H/4 T H/4 b = 2,42 m T T Hu V T h 2,5 m H/4 H/4 A Tower height C Distance between guide frames W A-C-D D 0.77 m Operational clamping forces Operational clamping forces [kn] inside a building A [m] C [m] V Ho Hu T Non-operational clamping forces Non operational clamping forces [kn] inside a building A [m] C [m] V Ho Hu T
49 8.2.2 Inner climbing frame KSH 20 SH Tower combinations for slewing tower cranes with inner climbing unit. Item 1 UV 20.4 UV 20.4 UV 20.4 UV UV 20.4 UV 20.4 UV 20.4 UV UV 20.4 UV 20.4 UV 20.4 UV UV 20.4 UV 20.4 UV 20.4 UV UV 20.4 UV 20.4 UV 20.4 UV UV 20.4 UV 20.4 UV 20.4 UV TVA 20.4 UV 20.4 UV 20.4 UV TVA 20.4 UV 20.4 UV TVA 20.4 UV TVA 20.4 Inner climbing unit KSH 20 SH KSH 20 SH KSH 20 SH KSH 20 SH Foundation FUA 156 S FUA 156 S FUA 156 S FUA 156 S Tower height [m] Hook height above ground [m] Climbing radius for the balancing weights Jib length [m] UV 20.4 = t TV 20.4 = 2.98 t Weight = 5.00 t
50 B Ho C A C min = 11,0 m C max = 14,0 m Ho = M C MD 2 x b + H Hu = Ho - H T = b = 2,73 m H/4 H/4 T T T Hu V h =2,5 m D = 0,77 m H/4 H/4 T A Tower height C Distance between guide frames W A-C-D Operational clamping forces Operational clamping forces [kn] inside a building A [m] C [m] V Ho Hu T Non-operational clamping forces Non operational clamping forces [kn] inside a building A [m] C [m] V Ho Hu T
51 9 Arrangement of counterweight blocks L = 60 m L = 57.5 m L = 55 m L = 52.5 m L = 50 m 7 x 2.7 t 7 x 2.7 t 6 x 2.7 t 6 x 2.7 t 6 x 2.7 t a a a a a W = 22.6 t W = 22.6 t W = 19.9 t W = 19.9 t W = 19.9 t L = 47.5 m L = 45 m L = 42.5 m L = 40 m L = 37.5 m 6 x 2.7 t 5 x 2.7 t 5 x 2.7 t 5 x 2.7 t 4 x 2.7 t a a a a a W = 19.9 t W = 17.2 t W = 17.2 t W = 17.2 t W = 14.5 t L = 35 m L = 32.5 m L = 30 m L = 27.5 m L = 25 m 4 x 2.7 t 4 x 2.7 t 3 x 2.7 t 3 x 2.7 t 2 x 2.7 t a a a a a W = 14.5 t W = 14.5 t W = 11.8 t W = 11.8 t W = 9.1 t Additional permanent counterweight for all jib lengths: 3.7 t L Jib length [m] a To the tower G Total weight [t] Counterweight No counterweight 51
52
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