HYDRAULIC CRAWLER CRANE

HYDRAULIC CRAWLER CRANE Max. Lifting Capacity: 0 t x m Max. oom Length: 6.0 m Max. Long oom Length: 79. m Max. Jib Combination: 6.0 + 30.5 m Max. Luffing Tower Combination: + 44. m

CONFIGURATION Long oom Max. Lifting Capacity: metric ton x m Max. oom Length: 79. m Main oom Max. Lifting Capacity: 0 metric ton x m Max. oom Length: 6.0 m Fixed Jib Max. Lifting Capacity: metric ton x Max. oom Length: 6.0 m + 30.5 m

CONTENTS Configuration Specifications 3 General Dimensions 5 oom and Jib Arrangements Main oom Arrangements 7 Fixed Jib Arrangements 7 Luffing Tower Max. Lifting Capacity: 0.0 metric ton x m Max. oom Length: m + 44. m Long oom Arrangements 8 Luffing Tower Arrangements 9 Working Ranges and Lifting Capacities Main oom Working Ranges Main oom Lifting Capacity Auxiliary Sheave Lifting Capacity 3 Long oom Working Ranges 4 Long oom Lifting Capacities 5 Fixed Jib Working Ranges 6 Fixed Jib Liffing capacities 7 Luffing Tower Working Ranges 9 Luffing Tower Lifting Capacities Clamshell 7 Parts and Attachments 8

SPECIFICATIONS Power Plant Model:Mitsubishi diesel engine 6D4TLEA (JPN) Type:Watercooled, direct fuel injection, with turbocharger Compiles with NRMM (Europe) Tier II and US EPA Tier II. Displacement:.945 liters Rated Power:35 kw at,000 min (rpm) (JIS D0006) Max. torque:,45 N m/,400 min Cooling system: Liquid, recirculating bypass Starter: 4 V/ kw Radiator: Corrugated type core, thermostatically controlled Air cleaner: Dry type with replaceable paper element Throttle: Electric throttle control, twist grip type Fuel filter: Heavy duty with spin off type cartridge atteries: Two V 36 Ah capacity batteries, series connected. Fuel tank capacity: 400 liters Hydraulic System Four variable displacement piston pumps are driven by heavyduty pump drive. Two of variable displacement pumps are used in the main hook hoist circuit, auxiliary hook hoist circuit, third hoist circuit and each propel circuit. One of the other two pumps is used in the boom hoist circuit, and the other is used in the swing circuit. Control: Fullflow hydraulic control system for infinitely variable pressure to front and rear drums, boom hoist brakes and clutches. Controls respond instantly to the touch, delivering smooth function operation. Cooling: Oiltoair heat exchanger (platefin type) Filtration: Fullflow and bypass type with replaceable paper element Electrical system: All wiring corded for easy servicing, individual fused branch circuits. Max. relief valve pressure: Load hoist, boom hoist and propel system: 30.9 MPa (35 kgf/cm ) Swing system: MPa (80 kgf/cm ) Control system: MPa (55 kgf/cm ) Reservoir capacity: 50 liters oom Hoisting System Powered by a hydraulic motor through a planetary reducer. rake: A springset, hydraulically released multipledisc brake is mounted on the boom hoist motor and operated through a counterbalance valve. Drum lock: External rachet for locking drum. Drum: Double drum, grooved for 0 mm dia. wire rope. Line speed: Double line on first drum layer Hoisting/Lowering: 48 to m/min Diameter of wire ropes oom guy line: 30 mm oom hoist reeving: parts of 0 mm dia.high strength wire rope oom backstops: Required for all boom lengths Load Hoist System Front and rear drums for load hoist powered by a hydraulic variable plunger motors, driven through planetary reducers. Negative rake: A springset, hydraulically released multipledisc brake is mounted on the hoist motor and operated through a counterbalance valve. (Positive free fall brake is optional item.) Drum lock: External rachet for locking drum. Drums: Front drum: 67. mm P.C.D. x 554 mm wide drum, grooved for 6 mm wire rope. Rope capacity is 70 m working length and 350 m storage length. Rear drum: 67. mm P.C.D. x 554 mm wide drum, grooved for 6 mm wire rope. Rope capacity is 50 m working length and 350 m storage length. Note: Rope lengths listed above denote drum capacity and may differ from actual rope lengths supplied when machinery is shipped. Line speed: Single line on the first drum layer Hoisting/Lowering: 0 to 3 m/min Line Pull (Singleline): Rated line pull: 8 kn ( tf) Swing System Swing unit is powered by hydraulic motor driving spur gears through planetary reducers ( sets), the swing system provides 360 rotation. Swing brakes: A springset, hydraulically released multipledisc brake is mounted on swing motor. Swing circle: Singlerow ball bearing with an integral internally cut swing gear. Swing lock: Manually, four position lock for transportation Swing speed:. min (rpm) Upper Structure Torsionfree precision machined upper frame. All components are located clearly and service friendly. Engine with low noise level. Counterweight: t 3

Cab & Control Totally enclosed, full vision cab with safety glass, fully adjustable, high backed seat with a headrest and armrests, and intermittent wiper and window washer (roof, front and lower front window). Cab fittings: Air conditioner, convenient compartment (for tool), cup holder, ashtray, cigarette lighter, sun visor, roof blind, tinted glass, floor mat, footrest, shoe tray Controls: Four hand levers for front and rear drum, swing and boom drum controls Lower Structure Steelwelded carbody with axles. Crawler assemblies are designed with quick disconnect feature for individual removal as a unit from axles. Crawler belt tension is maintained by hydraulic jack force on the trackadjusting bearing block. Crawler drive: Independent hydraulic propel drive is built into each crawler side frame. Each drive consists of a hydraulic motor propelling a driving tumbler through a planetary gear box. Hydraulic motor and gear box are built into the crawler side frame within the shoe width. Crawler brakes: Springset, hydraulically released parking brakes are built into each propel drive. Steering mechanism: A hydraulic propel system provides both skid steering (driving one track only) and counterrotating steering (driving each track in opposite directions). Track rollers: Sealed track rollers for maintenancefree operation. Shoes (flat): 60 shoes, 90 mm wide each crawler Max. travel speed:.3/0.9 km/h Max. gradeability: 30% Weight Including upper and lower machine, ton counterweight basic boom (or basic tower + basic jib), hook, and other accessories. Specification Weight Ground pressure Main boom Approx. 0 ton, 94 kpa (0.96 kgf/cm ) Luffing Tower Approx. 30 ton, 0 kpa (.04 kgf/cm ) Attachment oom and Jib: Welded lattice construction using tubular, hightensile steel chords with pin connections between sections. oom Length Main oom Long oom Luffing Tower asic oom 5. m 6.0 m 30.4 m Max. oom 6.0 m 79. m m Jib Length Fixed Jib Luffing Jib asic Jib. m.9 m Max. Jib 30.5 m 44. m Max. Combination (oom + Jib) Main oom 6.0 m (boom only) Long oom 79. m (boom only) Fixed Jib 6.0 m + 30.5 m Luffing Tower m + 44. m Main Specifications (Model: 70) Main oom Max. Lifting Capacity Max. Length Long oom Max. Lifting Capacity Max. Length Fixed Jib Max. Lifting Capacity Max. Combination Luffing Tower Max. Lifting Capacity Max. Combination Luffing Angle Main & Aux. Winch Max. Line Speed Rated Line Pull (Singleline) Wire Rope Wire Rope Length rake Type FreeFall 0 t/ m 6.0 m t/ m 79. m t/ 6.0 m + 30.5 m 0.0 t/ m m + 44. m 60 ~ 90 0 m/min (st layer) 8 kn ( tf) 6 mm 70 m (Main) 50 m (Aux.) Spring set hydraulically released multiple disc brake(negative) Option Working Speed Swing Speed. min (rpm) Travel Speed.3/0.9 km/h Power Plant Model Mitsubishi 6D4TLEA Engine Output 35 kw/,000 min Fuel Tank Capacity 400 liters Hydraulic System Main Pumps 4 variable displacement Max. Pressure 30.9 MPa (35 kgf/cm ) Hydraulic Tank Capacity 50 liters Weight Operating Weight* Approx. 0 t Ground Pressure* 94 kpa (0.96 kgf/cm ) Counterweight t Transport Weight** 36,785 t (ase machine) * Including upper and lower machine, ton counterweight, basic boom, hook, and other accessories. ** ase machine with gantry, lower boom, carbody, lower spreader and upper spreader. 4

GENERAL DIMENSIONS Main oom (Unit: mm ) Center of rotation (Transportation width) Limit of Hook Lifting L Hook L L' 0 t hook m 70 t hook m Hook L' 35 t hook m t ball hook 4. m 5

Luffing Tower (Unit: mm ).9m 44.m,80 5û 75û Jib Offset Augle is Limited. (Over 5û),400 30.4m m 60û 90û,55 3,580 6

OOM AND JI ARRANGEMENTS Main oom Arrangements oom length m (ft) oom arrangement oom length m (ft) oom arrangement 5. (50) T T (40) 6. T T T (60) T 6. T.3 (70) T 6. T 4 (50) 6. 6. T T 4.4 (80) 6. T 6. 6. T T 4 (60) 6. T 6. T T (90) T 6. T 6. 6. T (70) T 6. 6. 6. T 30.5 (00) 6. T 54.9 (80) T T 6. 6. T 3 (0) 6. T T 57.9 (90) 6. 6. T 6. T 6. T 6.0 (00) 6. 6. T 36.6 (0) 6. 6. T 6. T T 6. 6. T Symbol oom Length m Remarks oom ase 39.6 (30) 6. T m oom Top T T m Tapered oom m Insert oom 6. m Insert oom m Insert oom mark shows the guy line installing position when the fixed jib is used. mark shows the standard boom arrangement which enables each boom length of less than that boom length to be configured. Fixed Jib Arrangements Fixed Jib Jib length m (ft) Jib arrangement.(40) T (60) 6. T Symbol Jib Length Remarks oom 4.4 (80) 6. 6. T T m m Jib ase Jib Top 30.5 (00) 6. 6. 6. T 6. m 6. m Insert Jib Insert Jib 7

Long oom Arrangements oom length m (ft) Long oom arrangement 6.0 (00) T 6. 6. T A 6 (0) 6. 6. T A 67. (0) 6. 6. T A 70. (30) 6. 6. T A 6. 73. (40) 6. 6. T A 6. 76. (50) 6. 6. T A 79. (60) 6. T 6. A 6. Symbol 6. T A 6. Luffing oom Length m m m 6. m m m m m 6. m m Remarks oom ase Tower Jib Top Insert oom Insert oom Insert oom Tapered oom Relay Jib Insert Jib Insert Jib Insert Jib mark shows the standard boom arrangement which enables each boom length of less than that boom length to be configured. 8

Luffing Tower Arrangements Tower Jib Arrangements Tower length m (ft) oom arrangement Jib length m (ft) Jib arrangement 30.4 (00) A Rail for spreader of upper tower jib C.9 (75) A T 6. 6. 3 (0) A A 6. C C (85) A 6. T A T 36.5 (0) A 6. A C C (95) A 6. A 6. 6. T T A T 39.5 (30) A 6. A C C A 6. T (05) A 6. T A 6. 6. C A T 4.5 (40) 4 (50) A A A 6. C C C 35. (5) A 6. A 6. T A 6. T T 4 (60) A 6. 6. A 6. C C 38. (5) A 6. 6. T A T (70) A 6. 6. C Symbol Luffing Remarks C 6. A m oom ase.4 m Tower Cap m Insert oom 6. m Insert oom m Insert oom m Special Insert oom for Tower mark shows the standard luffing jib arrangement which enables each luffing jib length of less than that jib length to be configured.. A may also be used as insert boom for crawler crane.. For m insert boom with lug must not be used for insert tower boom used next to tower cap. 4. (35) 44. (45) Symbol T A 6. A 6. A 6. T A 6. Luffing Jib Length 6. m m m m 6. m m Remarks Tower Jib ase Tower Jib Top Relay Jib Tower Insert Jib Tower Insert Jib Tower Insert Jib mark shows the standard luffing jib arrangement which enables each luffing jib length of less than that jib length to be configured. mark indicates position where cable rollers attached T T Tower and Jib Combinations and Allowable Tower Angle Jib Length (m) Tower Length(m) Hook 30.4 3 36.5 39.5 4.5 4 4 35 ton hook all hook.9 35. 90û70û 38. 90û70û 90û70û 4. 90û70û 90û70û 90û70û 44. 90û70û 90û70û Pillow plate 9

Hook locks A range of hook blocks can be specified, each with a safety latch. Hooks Weight (kg) No. of sheaves No. of lines and max. rated loads (tons) 3 4 5 0ton,700 5 3 4 60.0 70ton,00 3 3 4 60.0 35ton 900 ton ball hook 450 0 Hooks Weight (kg) No. of sheaves No. of lines and max. rated loads (tons) 6 7 8 9 0 0ton,700 5 8 9 0 70ton,00 3 70.0 35ton 900 ton ball hook 450 0 0

WORKING RANGES AND LIFTING CAPACITIES Main oom Working Ranges 80û 75û 70û 65 60û 55û 50û 6.0m OOM 57.9m OOM 54.9m OOM m OOM 45û 64 60 56 4m OOM 4m OOM m OOM 39.6m OOM 40û 35û 5 48 44 36.6m OOM 3m OOM 30.5m OOM m OOM 4.4m OOM.3m OOM m OOM 5.m OOM 30û 40 36 3 8 4 0 6 Height above ground (m) 4 8 6 0 4 8 3 36 40 44 48 5 56 Center of rotation.4m.55m Radius from center of rotation (m) NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Deduct weight of main hook block, slings and all other load handling accessories from main boom or auxiliary sheave ratings shown. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions outoflevel, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. oom inserts and guy lines must be arranged as shown in the Operator's Manual. 9. oom hoist reeving is part line. 0. Gantry must be in raised position for all conditions.. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component. 3. Instruction in the Operator's Manual must be strictly observed when operating the machine. 4. Main boom ratings: Deduct weight of main hook block, slings, and all other load handling accessories from main boom ratings shown. 5. Auxiliary sheave ratings: Deduct weight of ball hook, slings, and all other load handling accessories from auxiliary sheave ratings shown. oom lengths for auxiliary sheave mounting are 5. m to 6.0 m.

Main oom Lifting Capacity Unit: metric ton Counterweight: t oom Length Working (m) radius (m) 4.5 0.0.0 30.0 3 3 3 40.0 4 oom Length Working (m) radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 5..3 4.4 4.5 m/ 5. m/0 00.0 99.8 8 8 7 7 6.5 40.6 40.5 3 4.9 m/ m/4.5 0 0.9 m/3. 30..0 8.9 6.5 4.5.9 0.3 8.5 7.7 6.4 48.5 m/4.9 3 9 54.9.4 m/9.4 7.9.8 8.7.7.3 0. 8. 6. 5. 49. m/4. 3 m/9 94.9 8 7 6. 40.3 3.3 0.3 0. m/0. 8 57.9 4.9.6 6. 4..5. 8. 6.6 4. m/3.3 3 6. m/8 8.5 7 6. 5. 40. 7. 3. 0..8 m/7. 7 6.0.5 m/.8.4 8.5 4..4.0 9.9 8.9 7. 6.5 4.9 4.4 3.9 3..7 54.4 m/.7 m/7 7 6.0 5. 40.0 3.3 0.0 m/4.5 7 oom Length (m) Working radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 30.5 7. m/66.4 6 60.9 40.0 3.3.9 9.9 3.9.6 6 3 7.7m/59.4 58.9 57. 39.9 3..8 9.8.5.3 30.7 m/.0 5 36.6 8. m/5 5. 39.7 6.6.6 9.5 7. 5... 0. 33.3 m/9.5 5 39.6 m/4 4 4 39.7 3.9 6.5.5 9.5 7. 5...0 8.4 4 m/4 39.5 6.4.4 4.9 3.3 0.8 9.8 8.9 8. 3m/ 4 4 9.8 m/39.6 39.5 3 6.. 3..7 0.6 9.6 8.7 4. m/6.4 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. 4 4 0.4 m/3 3 6.. 6.6.7 0.5 9.5 7.9 7. 6.6 6. 43.9 m/ 3 oom Length (m) Working radius (m) 4.5 0.0.0 30.0 3 3 3 40.0 4

Auxiliary Sheave Lifting Capacity (Without Main Hook) oom Length Working (m) radius (m) 4.5 0.0.0 30.0 3 3 3 40.0 4 oom Length Working (m) radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 5..3 4.4 /m /6.m 4 /m /m /m /.5m 54.9 /m /4.m 57.9 /m /m /.m /.6m /.m /.7m /3.m.4 0. 9. /45.m. 8. 6. 5. /47.9m.0 9.8 7.9 7. 6.5 4.9 4.4 0.8 9.7 8.7 5. 9.6 7.7 6. 5. 4. 3. /50.5m.8.7/53.m.4.0/5m 6.0 30.5 /7.9m /9.4m oom Length (m) Working radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 3 /8.4m.0 0. 36.6 39.6.9 0.8 9.8 8.9 /3m /9.5m.8 9.7 8. /3m.7 0.5 9.5 7.9 7. /39.9m 4 /0.6m.4 0.3 8.4 7.7 6.4 /m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. oom Length (m) Working radius (m) 4.5 0.0.0 30.0 3 3 3 40.0 4 Unit: metric ton Counterweight: t 3

Long oom Working Ranges 80û 75û 70û 65û 60û 55û 79.m OOM 76.m OOM 50û 80 73.m OOM 76 70.m OOM 67.m OOM 7 6m OOM 45û 68 6.0m OOM 64 60 40û 56 5 35û 48 30û 44 40 36 3 Height above ground (m) 6 0 4 8 3 36 40 44 48 5 56 60 64 Center of rotation.4m.55m Radius from center of rotation (m) NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Deduct weight of main hook block, slings and all other load handling accessories from long boom or auxiliary sheave ratings shown. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions outoflevel, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. oom inserts and guy lines must be arranged as shown in the Operator's Manual. 9. oom hoist reeving is part line. 0. Gantry must be in raised position for all conditions.. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component. 3. Instruction in the Operator's Manual must be strictly observed when operating the machine. 4. Long boom ratings: Deduct weight of main hook block, slings, and all other load handling accessories from long boom ratings shown. 5. Auxiliary sheave ratings: Deduct weight of ball hook, slings, and all other load handling accessories from auxiliary sheave ratings shown. Long boom lengths for auxiliary sheave mounting are 6.0 m to 76. m. 4

Long oom Lifting Capacity Unit: metric ton Counterweight: t oom Length Working (m) radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 5 60.0 6 6 6.0 6 67..3 m/.8 9.7.3. 0. 9. 8.4 7. 6.6 6. 4.9 54.4m/4..8m/.6 9.5 7. 5.. 0.9 9.9 6.4 5. 4.4 4. 5 m/ 3.3 m/.5 9.5 0.8 9.8 8.9 8. 3.9 59.7 m/3. 70. 3.9 m/.5 9.4 0.8 9.8 8.9 8. 4.9 4. 3.9 3.3.8 m/.7 73. 4.4m/. 0.9 9.5 4.9 3.3.9 9.7 6. 5. 4.5 4. 3..9.6.4 64.9 m/. 76. 4.9 m/8.7 7.9 3..7 0.6 9.5 8.7 7.9 7. 6.6 5. 3.3.9.6.4. 79. m/ 3.9 3..3.7. 0.5 9.5 7. 6.5 3.9 3..9.6.3.0 oom Length (m) Working radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 5 60.0 6 6 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P4. Auxiliary Sheave Lifting Capacity for Long oom (Without Main Hook) Unit: metric ton Counterweight: t oom Length Working (m) radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 5 60.0 6 6 6.0 6 67..9m/ 0.8 9.8 8.9 8. 55.m/ m/.8 0.6 9.6 8.7 6. 5. 4.4 4. 5m/3..7 0.5 9.5 7.9 7. 6.6 5. 3..8 60.4m/.7 70. 4.5m/.7 0.5 9.5 7. 6.5 3.9 3.3.7.5 6m/.4 73. m/.6 0.4 9.4 8.5 7.7 7. 6.4 4.9 4.5 4. 3..9.6.3. 76. m/.4 0.3 9. 8.4 5. 4.4 3.3.6.3. oom Length (m) Working radius (m) 0.0.0 30.0 3 3 3 40.0 4 4 4 50.0 5 5 5 60.0 6 6 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P4. 5

Fixed Jib Working Ranges Jib Offset Angle: 0,30 6.0 m OOM + 30.5 m JI 0û 30û 6.0 m OOM + 4.4 m JI 6.0 m OOM + m JI 6.0 m OOM +. m JI 9 88 84 80 76 7 68 64 4.4 m OOM + 30.5 m JI 4.4 m OOM + 4.4 m JI 4.4 m OOM + m JI 4.4 m OOM +. m JI 80û 60 56 5 48 44 40 36 3 8 4 Height above ground (m) 0 30û 4 8 6 0 4 8 3 36 40 44 48 5 56 60 64 68 Center of rotation.4m.55m Radius from center of rotation (m) NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Deduct weight of main hook block, slings and all other load handling accessories from jib ratings shown. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions outoflevel, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. oom/ jib inserts and guy lines must be arranged as shown in the Operator's Manual. 9. oom hoist reeving is part line. 0. Gantry must be in raised position for all conditions.. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component. 3. Instruction in the Operator's Manual must be strictly observed when operating the machine. 4. Fixed jib ratings: Deduct weight of jib hook block, slings, and all other load handling accessories from jib ratings shown. 5. oom lengths for jib mounting are 4.4 m to 6.0 m. 6

Fixed Jib Lifting Capacity (Without Main Hook) Jib Offset Angle: 0 Unit: metric ton Counterweight: t oom length (m) 4.4 30.5 36.6 (m). m m 4.4 m 30.5 m m 0. m/. m m 4.4 m 30.5 m. m m 4.4 m 30.5 m. m m 4.4 m. m/ m m m m 0.0 m.0 m m m m 3 m 3 m 0.. m/.8.0 9.7 8.7 m/ 6.4 6.4 m/ 3.9 3..7 9.8 3.3 m/.9 8.5 m/ m/ 3.9 3.3.3 m/.3 9.4 7.9 4.4 m/ 9.6 8. 6.4 m/ 7.9 7. 6.6 6. 8.5 m/ 3.3 m/.0 m/. m/ 7.9 6.5 m /.9 /7.7 3. 3.3 6.4 6.6 6. 4 m 4 m/5..7 4 m/.9 4 m/ 3..6 5..7 5..9 4.9 5. 5 m.6.7 4. 4.4 5 m 5 m/.5 5 m/4.5.6 5 m/3.9 3.9 m 60.0 m/.5 60.0 m/ 6 m oom length (m) 30.5 m (m) m m m m 9.6 m/ m 0.0 m 3..9.7.6.5.0 m m m m 3 m 3 m m 4 m 5 m 5 m m 6 m oom length (m) 4 54.9 6.0 (m). m m 4.4 m 30.5 m m 4.4 m/. m m 4.4 m 30.5 m. m m 4.4 m m/ m m 0.0 m.0 m m m m 3 m 3 m m 4 m 5 m 5 m.8 0.6 8.7 7. 5. 6.5 m/ 0.9 8.9 6. 4.5 3. m/ 7.9 7. 6.4 4. 0.6 m/ 3..9.4 0..4 m/.7 0.5 7. 4.9 4. 3.3.6 9.6 m/ 7.9 6. 5. 4.4.7 m/ 3.3 3. 6.5 m/. 9.9 6.5 3.3.5 5 m/. m/.4 0. 8. 4.5.8. 0.7 m/ 7. 4.9 4. 3..5 m 60.0 m/.9.9.7..4.5 60.0 m/. 6 m.4.5 6 m/..0 70.0 m. oom length (m) 30.5 m (m) m m m 0.0 m.8 m/.0 m m 3.9 3.3.7. m m 3 m 3 m m 4 m 5 m 5 m m 6 m 70.0 m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P6. 7

Fixed Jib Lifting Capacities (Without Main Hook) Jib Offset Angle: 30 Unit: metric ton Counterweight: t oom length (m) 4.4 30.5 36.6 (m). m m m m/ m m m 0.0 m.0 m m m m 3 m 3 m m 4 m 7.7 m/ 8.7 7. / 5 m 5 m m 6 m 4.4 m.7 m/ 5. 30.5 m. m 4.9 m/ m m/ m/.9.7.6.5.4 m/.4 9.9 8.4 / 8.9 8. 7. 6.5 4.4 m.7 m/ 5. m/ 30.5 m 6.6 m/.8.7.6.5.4.4. m m/ 9.6 8. 4 m/ m 9.9 m/ 6. m/ 4.4 m m/ 5. 5 m/ 30.5 m. m m/ m 0.9 m/ 7.7 m/.9.8.7.6.5.4.4 6.6 5. 4.4 5 m/4. 4.4 m m/ 5. oom length (m) 30.5 m (m) m m m m 0.0 m.0 m m m m/ m 3 m 3 m.8 m.7 4 m.6.5 5 m.5 5 m.4 m.4 6 m oom length (m) (m). m m 8.m/ 0.0 m.0 m m m m 3 m 3 m m 6. 4 m 5. 4.4 5 m 5 m 5 m/ m 6 m 70.0 m m m 4..8 4 54.9 6.0 4.4 m m/ 5. 4.4 3..6 6 m/.3 30.5 m. m m/ m m/ 9.8 m/.9.8.7.6.5.5.4.3. 8.7 7. 4.9 4. 3..5 60.0 m/. 7.7 6.4 4.5.4 6 m/. 4.4 m m/ 4..7. 30.5 m 30.9 m/.8.7.6.6.5.4. m 0. m/ 8.4.8.0 m 4. m/ 6. 5. 4..6.0 6 m/. 4.4 m.3 6 m/.0 oom length (m) 30.5 m (m) m 0.0 m.0 m m m m 3.9 m/ 3 m 3 m m.9 4 m.8.7 5 m.6 5 m.5 m.0 6 m 70.0 m m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P6. 8

Luffing Tower Working Ranges : 39.5m 90 85 35. m JI 75û 65û 80 m JI m JI m JI 55û 75 70.9 m JI 45û 65 5û 60.8m 5û 55 5û 50 90û 5û 45 40 35 30 5 Height above ground (m) 80û 70û 0 60û 5 0 5 Center of rotation.4m 5 0 5 0 5 30 35 40 45.55m Radius from center of rotation (m) 50 55 60 65 0 NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Deduct weight of hook block(s), slings and all other load handling accessories from luffing tower ratings shown. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions outoflevel, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefore, 9 has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. oom/jib inserts and guy lines must be arranged as shown in the Operator's Manual. 9. Luffing tower hoist reeving is part line. 0. Tower Jib hoist reeving is 8 part line.

Luffing Tower Working Ranges : m 44. m JI 4. m JI 38. m JI 75 65 00 95 35. m JI m JI m JI 55 90 85 m JI.9 m JI 45 80 5 75 5 70.8m 5 65 5 60 55 90 50 45 40 35 30 Height above ground (m) 5 80 70 0 60 5 0 5 Center of rotation.4m 5 0 5 0 5 30 35 40 45 50 55.55m Radius from center of rotation (m) 60 65 70 75 0. Gantry must be in raised position for all conditions.. oom and jib backstops are required for all boom and jib combinations. 3. Ratings shown in are determined by the strength of the boom or other structural component. 4. When erecting and lowering the tower length of m (70 ft) or over, the pillow plate for erection must be placed at the end of crawlers. 5. Instruction in the Operator's Manual must be strictly observed when operating the machine. 6. Luffing jib ratings: Deduct weight of hook block(s), slings, and all other load handling accessories from luffing jib ratings shown. 0

Luffing Tower Lifting Capacities Unit: metric ton Counterweight: t 30.4 m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 3.3 9.9 m/7. 8.4 m/.5 30.6 m/9.4.9 m m/. 3 m/8.4 34.5 m/8.5 7.9 40.3 m/ 30.4 m 0. m/0.0 0.0 0.0 0.0 8.7 6.6. 9.5 m/6. 9.7 m/5..5 3 m/7.7 m m/0.4 3 m/7.7 3 m/7.7 6.4 43. m/6. 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 3 m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 m/7. 8.9 m/.5 3. m/9.5.9 m m m 7.9 m/ 3 m/8. 6.6 m/6. 0. m/0.0 0.0 0.0 0.0 8.7 6.6.3 9.7 m/6. 0. m/.5 34. m/8. 3 m 9.6 m/0. 39.6 m/ 38. m/ 6.4 6. 4 m/.0 m/0.0 0.0 0.0 0.0 8.7 6.6.5. 3. m/.5 m/3.9.5 3 m/ m/9.5 m/ 40.3 m/ 5. 47.7 m/ 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P9 and P0.

36.5 m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 0. m/ 9.4 m/.5 m/9.4.9 m m m 8.9 m/0.3 37.7 m/7.9 3 m/ 6.6 6. 43.3m/ 0. m/0.0 0.0 0.0 0.0 8.7 6.6.4 9.8 m/ 0.7 m/4.4.5 3 m/8. 30.7 m/9.7 7. 40.7 m/7. 39.7 m/6. 4 m/ 36.5 m.0 m/0.0 0.0 0.0 0.0 8.7 6.6.5. 9. 7. 3.m/.5 3 m/7. m/9. 8.7 8. 7.7 7. 4m/ 4.9 m/ 5. 4.9 49. m/4.4.8m/0.0 0.0 9.6 6.6.5 0. 34.m/ 3.3 m/.8.5 40.5 m/6. m 34. m/ 7. 6.6 6. 46.5 m/ 5. m/ Unit: metric ton Counterweight: t 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 39.5 m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 0. m/.9 m m m m.5 3. m/ 8.7 8. 3 m/ 3 m/ 5. 44.9 m/ 0. m/0.0 0.0 0.0 0.0 8.7 6.6.4 9.8 m/. m/4..5 35. m/8. m/9.4 9. m/6.5 4. m/ 5. 4 m/4.4.0 m/0.0 0.0 0.0 0.0 8.7 6.6.5.3 7. 3. m/.5 m/3.3.5 38. m/7. 39.5 m 3 m/ 8.4 7.9 6.4 4 m/ 4 m/ 4.5 50.8m/3.9.8 m/0.0 0.0 9.6 6.6.5 0. 34. m/ m/.6.5 4.0 m/6. 35. m/ 7.7 7. 4 m/ 4m/ 4. 3.9 5 m/.5 m/6.5 4.9.5 9.4 5. 37. m/4. 35. m 5. m/.9 7. 3m/ 5. 4.9 50.5 m/ 47.7m/ 3. 56.6 m/3. 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P9 and P0.

4.5 m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 0.3 m/.8 m/0.0 0.0 9.5 8.5 6.6.5 0.3 8.7 5. 34. m/ 0.5 m/.5 m/ 4.4 m/. 4.5 m/6..9 m m m 3.0 m/9.5 8.4 39.8 m/ 36. m/ 6.5 6. 4 m/4.9 40.6 m/5. 4.4 46.4 m/ 47. m/ 3. 55. m/ 0. m/0.0 0.0 0.0 0.0 8.7 6.6.5 9.9 7. m/6.4.5 m/6.5 6..5 9.4 37. m/4..8 m/.5 3 m/8. 4.5 m m/.7 7. 6. 44.5 m/ 4.5 m m/8.7 8. 7.7 7. m/6. 6.4 m/4.4 m/ 4.5 4. 4 m/3.9 49.m/ 3.3 3..9.8 58. m/.7.0 m/0.0 0.0 0.0 0.0 8.7 6.6.5.3 7. 3. m/ 3.3 m/ 3..7.3.9.6. 0.5 9.6 8.5 5. 40. m/ Unit: metric ton 3. m/.9.5 3 m/7. m 35.m 38. m m/. 7. 4 m/ 34.5 m/ 7. 6.6 6. 4 m/ 39.7 m/ 6. 5. 4.9 4. 54.5 m/ 44.9 m/4. 4. 3.9 m/ m/3. 3..8.6.5 6. m/.4 Counterweight: t 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 3 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P9 and P0.

Unit: metric ton Counterweight: t 4 m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 0.3 m/.0 m/4..5 33. m/.9 m m m 8.7 6.5 40.8 m/ 4. m/4.4 4. 47.9 m/3.9 0. m/0.0 0.0 0.0 0.0 8.7 6.6.5 9.9 7. m/6.4.3 m/.5 36. m/8. 3 m/ 6.4 4 m/ 4 m/ 3.9 50.9 m/ 4 m.0 m/0.0 0.0 0.0 0.0 8.7 6.6.5.3 7. 3. m/ m/.7.5 3 m/7. 3m/ 7. 5. 4 m/ 46.4 m/ 3. 5 m/.8m/0.0 0.0 9.5 8.5 6.6.5 0.3 8.7 5. 34.m/ 4.9 m/ 6.5 4. m/6. m 3 m/ 6.5 6. 5. 49.7 m/4.4 4 m/3.3 3. 3..9.7 5 m/.6 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 6 m.5 m/6.5 6. 5..5 9.4 8. 37. m/4. 6. m/.4 7. 4 m/ 35.m 38. m 4. m 3 m/ 5. 4.5 4. m/3.9 50.7 m/.9.8.7.5 59.7 m/.3 3.3 m/ 3.3 3..7.3.9.6. 0.5 9.6 8.5 5. 40. m/ 4 m m/0.9 7. 6. 40.8 m/ 5. 4.9 4.4 4. 3.9 5 m/ m/.7.6.5.4.. 6.6 m/.0 4. m/ 0.5 0. 9.8 9.5 9. 8.9 6. 5. 4. 4 m/3. 8.7 m/9.8 9.6 7. 6.6 6. 5. 50.9 m/ 4.5 m/ 4.5 3.3 58.5 m/3. m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 6 m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P9 and P0. 4

Unit: metric ton Counterweight: t 4 m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 0.4 m/.5 m/3.9.5 3 m/.9 m m m 33. m/ 7. 4.9 m/ 4 m/ 49.4 m/3. 0. m/0.0 0.0 0.0 9.8 8.7 6.6.5 7. m/6.4.8 m/3..5 3 m/8. 3 m/ 6.6 6. 4 m/5. 4 m/ 3.3 3..9 m/.8 4 m.0 m/0.0 0.0 9.5 8.9 6.6.5.4 9.4 3. m/ 4. m/.4 39.7 m/7. 36.6 m/ 4 m/4.5 3..8.6 5 m/.4.8m/9.9 9.9 6.5.5 0.3 8.7 7. 5. 34.m/ m/.8 m/6. m 3 m/6. 5. 4.9 50.7 m/ 50. m/.7.6.5.4. 5 m/. 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m 5 m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 6 m.5 m/6.5 6. 5..5 9.4 8. 37. m/4. m/. 7. 6.5 4 m/ 35. m 38. m 4. m 40. m/ 5. 4.5 4. 5 m/ m/.4.3...0 3.3 m/ 3.3 3..7.3.9. 0.5 9.6 8.5 5. 40. m/ 6.5 48.5 m/ m/5. 5. 4.4 4. 56.6 m/3.3 4 m 4. m/ 0.5 0. 9.8 9.5 9. 8.9 6. 5. 4. 4 m/3. m/9.8 9.6 9. 6.4 5. m/ 4 m/ 3.3 59.6 m/.8 4.9 m/ 8.9 7.7 7. 6.4 5..8 44. m 30.6 m/ 7. 6. 5. 54.4 m/ 4 m/4.4 4. 3.9 3..9.7.5 6.5 m/.4 m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 6 m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P9 and P0.

Unit: metric ton Counterweight: t m 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 0.0 0.0 0.0 0.0 0.0 8.7 6.6 0.4 m/ m.9 m m m. m/.5 3 m/8.7 34. m/ 4.9 m/5. 45. m/3.3 3. 3..9 m/.8 0. m/0.0 0.0 9. 8. 6.6.5 7. m/6.5 m/.8.5 3 m/8. 3 m/6.6 6.5 6. 5. 4 m/ 4 m/.9.8.6 53.9 m/.4.0 m/0.0 9.4 8. 7.7 7..5.4 9.4 3. m/ m/. 40. m/ 3 m/ 4.4 4 m/4. 49.5 m/.6.6.5.3. 5 m/.0.8m/ 6.4.5 0.3 8.7 7. 5. 34.m/ m m/ 43. m/6. 39.4 m/ 5. 4.9 m/ m/....0 9.4 m m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 6 m.5 m/6.5 6..5 9.4 8. 37. m/4. m 35. m 38. m 4. m 7. m/ 0.3 9.9 46. m/ 4. m/4.9 4.9 4.5 4. 3.9 5 m/3.3 3.3 m/ 3.3 3..6..9. 0.4 9.6 8.5 5. 40. m/ 8.5 m/ 8.5 8. 7.7 7. 6.6 6. 4 m/ 4.9 m/4.4 4.4 3. 5 m/.8 4. m/ 0.5 0. 9.8 9.5 8.9 5. 4. 4 m/3. 9.8 m/8.5 8.5 8. 7.9 6.5 6. 4.9 4 m/4. 3.3 3..9.7.5 60.6 m/.4 4.9 m/ 8.9 7.7 7. 6.4 5..8 44. m 3. m/ 7. 6.6 6.4 5. 4.5 4. 54.9 m/ 46.4 m/ 3..8.6.4. 6 m/.0 m m m m m 0.0 m.0 m m m m m 3 m 3 m 3 m m 4 m 4 m 4 m m 5 m 5 m 5 m 60.0 m m 6 m Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P9 and P0. 6

CLAMSHELL Clamshell Ratings in metric tons for 360 Working area oom Length (m) A 5. m m oom angle Operating radius ( ) (m) R 36 48 58 66 70 39 48 56 64 70.0 m 3 9.7 0. 9. 0.9..5 m 3 4. 6.6 8. 9.7 6.6 0.5.7.6 H m 3 6.4 9.5 6.4 0.3.4 m 3 6. 8.9 6. 8.4 0..3. oom point height (m) h 3.3 7. 8.5 3.3 7. 8.5 Rated load (ton) Dumping Height ucket capacity.3 m 40 48 55 6 68 9.4. 0.9 7.9 3..8.6.4 9.5 4.5 4. 3.9 0.8 5. 4.9.8 oom Length (m) A 4.4 m m oom angle Operating radius ( ) (m) R 4 0.0 48 54 60 65 4.0 48 0.0 54 59 64.0 m 3.8 3.9 7.9 4. 6. 9. 0.4.5 m 3.4 5. 6.4 0.0 H m 3. 3.3 4.9 6. 7. 9.8 m 3.0 3. 7. 3.3 8.4 9.6 oom point height (m) h 8. 0..8 3. 0.4.5 4. Rated load (ton) Dumping Height ucket capacity 68.3 0.9 0.7 0.5 Working Ranges Clamshell ucket R ucket capacity (m 3 ) ucket clearance.0 m 3.5 m 3 m 3 m 3 T 3.9 m m 4.5 m m A T H h Note: ) ucket unit weight must not exceed tons. ) Working radius is the horizontal distance between the center of rotation and the bucket s center of gravity. 3) Total weight of bucket and materials must not exceed rated load. 4) Optimal bucket should be required according to material. ucket capacity (m 3 ) x Specified gravity of material (ton/m 3 ) + ucket weight (ton) Rated load Material: sand, gravel, lime (apparent specific gravity: approx. to.5) Ex.) ucket capacity: m 3, ucket weight tons m 3 x.5 x tons = tons 5) ucket weight must also be decreased according to operating cycle and bucket lowering height. 6) Rated loads are determined by degree of stability. During simultaneous operations of boom and swing, rapid acceleration or deceleration must be avoided. Particular care is required with long boom lenghs. 7

8

PARTS AND ATTACHMENTS ase Machine With gantry, lower boom, carbody, lower spreader and upper spreader Weight: 36,785 kg Width: 3,00 mm 5,655 Counterweight A Weight: 9,900 kg 4,00 Crawler Weight: 4,500 kg 789 90,30 Gantry Weight:,00 kg 985,340 5,800 788 oom ase (with tower backstop) Weight: 3,00 kg 7,845,980,40 3,04 3,995 4,745 ase Machine With gantry and carbody Weight: 33,00 kg Width: 3,00 mm 8,737 940 475 3,088 3,90,860 Counterweight, C Weight: Counterweight : 0,000 kg x pieces 4,00 4,745,860 Counterweight E Weight: 6,300 kg,430 oom Top Weight:,850 kg,400,530 5,80,990 Insert oom L,980,990 680,80 Counterweight F Weight: 6,00 kg,430 680,85 530 Counterweight D Weight: Counterweight : 0,000 kg 4,00,860 530 L (mm) Weight (kg)* m 3,80 530 6.m 6,30 850 m 9,70,60 *with guy cables 9

Dimensions: mm Weight: kg Jib Top (For Crane) Weight: 35 kg 840,00 Jib Top (for Luffing Tower) Weight: 900 kg,355 8,50 5,040 Jib ase (for Luffing Tower) Weight:,00 kg Jib ase (For Crane) Weight: 0 kg,030 840,00,00,530 4,757,365 6,395 Luffing Tower Cap Weight:,780 kg 4,875,990,065,365 Other Attachments Attachments weight Dimensions (L x W x H) A special insert boom for tower m tapered boom A relay jib m tower insert jib 6. m tower insert jib m tower insert jib m insert jib 6. m insert jib Crane backstop Tower backstop Upper spreader (for crane) Lower spreader (for crane) Upper spreader (for luffing tower) Lower spreader (for luffing tower) all hook 35ton hook 70ton hook 0ton hook,540 kg 490 kg 30 kg 0 kg 360 kg 50 kg 0 kg 90 kg 0 kg ( pc) 40 kg (pc) 485 kg 35 kg 30 kg 40 kg 450 kg 900 kg,00 kg,700 kg 9,70 mm x,980 mm x,790 mm 3,80 mm x,980 mm x,095 mm 3,45 mm x,530 mm x,365 mm 3,45 mm x,355 mm x,365 mm 6,95 mm x,355 mm x,365 mm 9,40 mm x,355 mm x,365 mm 3,30 mm x,00 mm x 840 mm 6,75 mm x,00 mm x 840 mm 6,65 mm x 5mm dia. x 0 mm 6,00 mm x 40 mm dia. x 35 mm,045 mm x 365 mm x 880 mm,50 mm x 300 mm x 930 mm 95 mm x 730 mm x,70 mm,940 mm x 460 mm x,070 mm 380 mm dia x,00mm 365 mm x 700 mm x,575 mm 470 mm x 700 mm x,85 mm 70 mm x 700 mm x,930 mm 30

HYDRAULIC CRAWLER CRANE Standard Equipment Upper structure/lower structure Counterweight: ton (total weight) 90 mm shoe crawlers atteries (36AH) TransLifter Travel kit Gantry raising/lowering cylinder Electric hand throttle grip Variable boom hoist speed controller Variable main/aux. hoist speed controller Swing neutralfree/brake select switch Side deck for cab Step (equipped on leftside guard) Step (equipped on crawlers) Antislip sheet (mounted on the guard) Two front working lights Upper spreader storage guide Tools (for routine maintenance) Two back mirrors Mirror for monitoring drums Cab/Control Safety Device Overload prevention device (w/ boom lowering slow stop function) Release prevention key for hook overhoist prevention device Release prevention key for boom overhoist prevention device Multi LCD alarm and gauge display Second overhoist prevention device (boom angle limit stop) oom overhoist autostop device (slow stop function) Hook overhoist autostop device oom backstops Safety lever lock (Function lock lever) Propel lever lock Manual drum safety pawl (main, aux.) Manual drum lock (boom hoist) Neutral negative brakes (main, aux. boom hoist and propel) Assembly/disassembly mode switch Lamp for swing neutralfree/brake select switch Swing neutralfree/brake select switch with lock function Hydraulically safety valve (main, aux., boom hoist and propel) Signal horn Swing brake Swing lock pin (fourposition pinhole lock) Swing flashers/warning buzzer Air conditioner Luggage box Cup holder Ashtray Cigar lighter Intermittent wiper & window washer (skylight, front window and lower front window) Sun visor Ceiling blind Tinted glass Floor mat (cloth) Foot rest Shoe tray Note: Due to our policy of continual product improvements all designs and specifications are subject to change without advance notice. Copyright by KOELCO CRANES CO., LTD. No parts of this catalog may be reproduced in any manner without notice. 7, Higashigotanda chome, Shinagawaku, Tokyo 4866 JAPAN Tel: +83578930 Fax: +835789337 Inquiries To: KOELCO is the corporate mark used by Kobe Steel on a variety of products and in the names of a number of Kobe Steel Group companies. ulletin No. 70SPECAO 05090IF Printed in Japan