M630D TOWER CRANE. Technical Data Sheet TYPICAL LOADS LOAD (T) RADIUS (m) TOWER TYPE 443/443R TOWER TYPE 762/762R
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1 M63D TOWER CRANE TOWER TYPE 443/443R TYPICAL LOADS LOAD (T) RADIUS (m) TOWER TYPE 762/762R Technical Data Sheet TOWER TYPE 763/763R
2 M63D 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 1 FALL 2 FALL FALL FALL WLL (T) BOOM LENGTH m 45.8m 5.4m 5 55.m 59.6m m 68.8m m Radius (m) `36.6m WLL (T) BOOM LENGTH m 41.2m m 5.4m 5 55.m 59.6m m 68.8m m Radius (m)
3 FU EL TANK SLUD GE TA NK M63D SPEEDS HOIST SPEEDS m/min 26kW 25T WINCH 158kW 16T WINCH 16 1 FALL FALL T 16 1 FALL FALL T 1 FALL 2 FALLS 1 FALL 2 FALLS TONNE SPEED (m/min) TONNE SPEED (m/min) TONNE SPEED (m/min) TONNE SPEED (m/min) m/min LUFF AND SLEW SPEEDS
4 W 2FAL1FAL ORK L=1 ING 5TOLOAD LIMI NE T 12 TONNES S.W.L. 2FA1FA WOR KING L= 1T5T LOA ONDLIM EIT M63D GENERAL DIMENSIONS WITH 443/443R 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 TOWER TYPE 443/443R BUILDING REACTION BUILDING REACTION BUILDING REACTION BUILDING REACTION 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 64 4 T Ht A 3 3 m U T U T T T Ht B m Ht Total m Ht Total 4 4 m U T Ht A m Ht B m Ht Total 6 6 m *:IN SERVICE WIND=2 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 M63D refer to Favelle Favco Design Sheet named 'Crane Weight Wind Chart"
5 WOR2F KINAL= GLO1T ONADLIM EIT 1F AL =5T ON E 12 TONNES S.W.L. W ORK ING LOA DLIM IT 21 FAL L=1 5TO NE M63D GENERAL DIMENSIONS WITH 762/762R 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 TOWER TYPE 762/762R BUILDING REACTION BUILDING REACTION BUILDING REACTION BUILDING REACTION 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 4 4 m Ht Total m U 8 33 T Ht A m Ht B m Ht Total m *:IN SERVICE WIND=2 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 M63D refer to Favelle Favco Design Sheet named 'Crane Weight Wind Chart"
6 WO RKIN GLO ADLIM IT 2F1F AL =5 =1 TON E 12 TO NNES S.W.L. W ORKIN GLO ADLI MIT 21 FAL =1 =5 TON E M63D GENERAL DIMENSIONS WITH 763/763R 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 TOWER TYPE 763/763R BUILDING REACTION BUILDING REACTION BUILDING REACTION BUILDING REACTION 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 8 33 T S 8 36 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=2 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 M44D refer to Favelle Favco Design Sheet named 'Crane Weight Wind Chart"
7 FIXED SLIDING M63D GENERAL DIMENSIONS MACHINERY DECK ASSEMBLY MAST POWER PACK LUFF WINCH HOIST WINCH CABIN COUNTERWEIGHT SLEW MOUNT 443/762/763 TYPE TOWER EXTERNAL CLIMBING INSTALLATION CLEARANCE 3.35m 8.4m tail radius 1.7m 4.m(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
8 M63D 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 MAST HEAD MAST BACK LEG BUFFER MAST ASSEMBLY (INC. SHEAVES, HEAD PIN, LADDERS,BUFFER AND PLATFORMS) CABIN & PLATFORM ASSEMBLY L W T POWER PACK HOIST AND LUFF ASSY (NO ROPE) (INCL 9kg OF OIL) H 6 1 MAIN HOIST WINCH ASSEMBLY (EMPTY DRUM) (6m ROPE CAPACITY) 7 1 BOOM BOTTOM 13.7m (INC. WALKWAY&PINS) 8 1 BOOM TOP 13.7m (INC. DEFLECTOR, SHEAVES & PINS) (PENDANT & PLATFORM) 9 5 BOOM EXTENSION 9.2m (BRIDLE PLATFORM 23 kg) (1743) 1 1 BRIDLE SLEW MOUNT (INCL. PLATFORMS 556Kg) 1 SLEW RING 31 DIA (INCL. BOLTS) Total EXTERNAL CLIMBER TBA TBA TBA TBA 13 1 MONORAIL COUNTER WEIGHT HOOK - 2/1 FALL (5/25T) TOWER SECTION (INC.LADDER,HAND RAIL,PLATFORM) 17 1 TOWER SECTION (INC.LADDER,HAND RAIL,PLATFORM) 18 1 TOWER SECTION (INC.LADDER,HAND RAIL,PLATFORM) 19 1 HOIST ROPE 25T 6.5kg/m 6m LUFF ROPE 4.9kg/m 17m PENDANT ROPE 9.7kg/m 18m 19
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