M440D TOWER CRANE. Technical Data Sheet TYPICAL LOADS LOAD (T) RADIUS (m) TOWER TYPE 392 TOWER TYPE 442 TOWER TYPE 441

Transcription

1 M4D TOWER CRANE TOWER TYPE 392 TYPICAL LOADS LOAD (T) RADIUS (m) TOWER TYPE 442 Technical Data Sheet TOWER TYPE 441

2 M4D RADIUS AND CAPACITY Boom Max Rad. Min WLL at Max WLL at Length for Max WLL Rad. Min Rad. Radius (metres) & Capacity (tonnes) Rad. Max Rad. (m) (m) (m) (T) (m) (T) Boom Max Rad. Min WLL at Max WLL at Length for Max WLL Rad. Min Rad. Radius (metres) & Capacity (tonnes) Rad. Max Rad. (m) (m) (m) (T) (m) (T) LOAD CHARTS 5 WLL (T) BOOM LENGTH 32.m ` 36.6m 41.2m 45.8m 5.4m 55.m 59.6m 64.2m 68.8m WLL (T) 3 1 BOOM LENGTH 32.m 36.6m 41.2m 45.8m 5.4m 55.m 59.6m 64.2m 68.8m 1 3 Radius (m) Radius (m) Page 2 of 8

3 ## M4D SPEEDS m/min kW 25T WINCH T S m/min 8 6 HOIST SPEEDS 2kW 16T WINCH T S kw 16T WINCH S TONNE SPEED (m/s) TONNE SPEED (m/s) TONNE SPEED (m/s) TONNE SPEED (m/s) TONNE SPEED (m/s) TONNE SPEED (m/s) m/min T LUFF AND SLEW SPEEDS Page 3 of 8

4 WO RKI NGL OAD LIMIT 2F1F AL =1=5 TO NE 12 TONNES S.W.L. WO RKIN GLO ADLIM IT 2F1F AL= 1T5T ONE M4D GENERAL DIMENSIONS WITH 392 TYPE TOWERS (TYPICAL CASES AT 55.m BOOM LENGTH ) WITHOUT EXTERNAL CLIMBER WITH EXTERNAL CLIMBER WITH CLIMBER- ONE TIE ABOVE THE BASE INTERNAL CLIMBER ON COLLARS 2.4m x 2.4m tower Design Load I/S* O/S Unit NO. of Towers NO. of Towers NO. of Towers NO. of Towers M mt M mt TIE T V t V 3 16 T V T M mt H t S 7 28 T S 7 31 T V T H t T T T T S T Ht A 3 3 m U T U T T T Ht B m Ht Total m Ht Total m U T Ht A 3 3 m Ht B m Ht Total m *:IN SERVICE WIND= m/s :OUT OF SERVICE WIND= 42 m/s Notes: 1. Structure is designed using permissible stress method. These loads will vary by change of boom length, height and type of tower, actual site wind conditions, no of falls and change of wind speed. 2. To calculate alternative options for M4D refer to Favelle Favco Design Sheet named 'Crane Weight Wind Chart" Page 4 of 8

5 WO2F 1F RKIN AL GLO=5 =1 TONADL IMIT E 1 2 TONNES S.W.L. 21 W FALORK L=1 ING 5TLOA DLIM ON EIT M4D GENERAL DIMENSIONS WITH 441 TYPE TOWERS (TYPICAL CASES AT 55.m BOOM LENGTH ) WITHOUT EXTERNAL CLIMBER WITH EXTERNAL CLIMBER WITH CLIMBER- ONE TIE ABOVE THE BASE INTERNAL CLIMBER ON COLLARS 2.4m x 2.4m tower Design Load I/S* O/S Unit NO. of Towers NO. of Towers NO. of Towers NO. of Towers M mt M mt TIE T V t V T V T M 4 5 mt H t S 7 28 T S 7 3 T V T H t T T T T S T Ht A 3 3 m U T U T T T Ht B m Ht Total m Ht Total m U T Ht A m Ht B m Ht Total m *:IN SERVICE WIND= m/s :OUT OF SERVICE WIND= 42 m/s Notes: 1. Structure is designed using permissible stress method. These loads will vary by change of boom length, height and type of tower, actual site wind conditions, no of falls and change of wind speed. 2. To calculate alternative options for M4D refer to Favelle Favco Design Sheet named 'Crane Weight Wind Chart" Page 5 of 8

6 WO RKI NGL OAD LIMIT 21 FAL =1=5 TO NE 12 TONNES S.W. L. 2FWO 1F AL= RKING 1 LOA=5 DLIM TON EIT M4D GENERAL DIMENSIONS WITH 442 TYPE TOWERS (TYPICAL CASES AT 55.m BOOM LENGTH ) WITHOUT EXTERNAL CLIMBER WITH EXTERNAL CLIMBER WITH CLIMBER- ONE TIE ABOVE THE BASE INTERNAL CLIMBER ON COLLARS 2.4m x 2.4m tower Design Load I/S* O/S Unit NO. of Towers NO. of Towers NO. of Towers NO. of Towers M mt M mt TIE T V t V T V T M mt H t S 7 31 T S 8 34 T V T H t T T T T S T Ht A m U T U T T T Ht B m Ht Total m Ht Total m U T Ht A m Ht B 3 3 m Ht Total m *:IN SERVICE WIND= m/s :OUT OF SERVICE WIND= 42 m/s Notes: 1. Structure is designed using permissible stress method. These loads will vary by change of boom length, height and type of tower, actual site wind conditions, no of falls and change of wind speed. 2. To calculate alternative options for M4D refer to Favelle Favco Design Sheet named 'Crane Weight Wind Chart" Page 6 of 8

7 M4D GENERAL DIMENSIONS MACHINERY DECK ASSEMBLY MAST POWER PACK LUFF WINCH HOIST WINCH CABIN COUNTERWEIGHT SLEW MOUNT 392/441/442 TYPE TOWER EXTERNAL CLIMBING INSTALLATION CLEARANCE 2.35m 8.m tail radius 3.64m 4.2m(min) OUT OF SERVICE CONFIGURATION RECCOMENDED OUT OF SERVICE Boom Length (m) PARKED RADIUS Radius (m) Angle ( ) *:MAX OUT OF SERVICE WIND SPEED = 42 m/s Page 7 of 8

8 M4D TRANSPORTATION & ERECTION ITEM QTY DESCRIPTION LENGTH HEIGHT WIDTH WEIGHT L (mm) H (mm) W (mm) PER ITEM (kg) 1 1 SPLIT DECK-FRONT (INCL. SLEW DRIVE, PINS, PLATFORMS & HANDRAILS) 2 1 SPLIT DECK-REAR (INCL. PLATFORMS & HANDRAILS) 3 2 MAST FRONT LEG EA 1 MAST HEAD MAST BACK LEG EA 1 BUFFER MAST ASSEMBLY (INC. SHEAVES, HEAD PIN, LADDERS,BUFFER AND PLATFORMS) CABIN & PLATFORM ASSEMBLY T POWER PACK HOIST AND LUFF ASSY (NO ROPE) (INCL 1125L OF OIL (1627) L W T DRUM (NO ROPE) H L H T POWER PACK HOIST AND LUFF ASSY (NO ROPE) (INCL 75L OF OIL) (13544) L W H L T DRUM (NO ROPE) H 9 1 BOOM BOTTOM 13.7m (INC. WALKWAY&PINS) 1 1 BOOM TOP 13.7m (INC. DEFLECTOR, SHEAVES & PINS) (PENDANT & PLATFORM) 11 5 BOOM EXTENSION 9.2m (BRIDLE PLATFORM 3 kg) (1665) 12 1 BRIDLE SLEW MOUNT (INCL. PLATFORMS 725Kg) 1 SLEW RING 31 DIA (INCL. BOLTS) Total EXTERNAL CLIMBER MONORAIL COUNTER WEIGHT HOOK - 2/ (5/25T) TOWER SECTION (INC.LADDER,HAND RAIL,PLATFORM) 19 1 TOWER SECTION (INC.LADDER,HAND RAIL,PLATFORM) 1 TOWER SECTION (INC.LADDER,HAND RAIL,PLATFORM) 21 1 HOIST ROPE 25T 6.5kg/m 6m HOIST ROPE 16T 5.1kg/m 6m LUFF ROPE 4.9kg/m 15m PENDANT ROPE 9.4kg/m 14m 117 Page 8 of 8