HYDRAULIC CRAWLER CRANE Max. Lifting Capacity: 250 t x 4.6 m Max. Crane oom Length: 76.2 m Max. Long oom Length: 9.4 m Max. Fixed Jib Combination: 76.2 + 30.5m Max. ower Jib Combination: 64. + 5.8 m
CONFIGURAION Crane oom Max. Lifting Capacity: 250 metric ton x 4.6 m Max. oom Length: 76.2 m Long oom Max. Lifting Capacity: 37.5 metric ton x 4.4 m Max. oom Length: 9.4 m
Fixed Jib Max. Lifting Capacity: 22.7 metric ton x 5.0 m Max. Combination: 76.2 m + 30.5 m CONENS Configuration Specifications 3 General Dimensions 5 oom and Jib Arrangements Crane oom Arrangements 7 Long oom Arrangements 8 Fixed Jib Arrangements 8 ower Jib Max. Lifting Capacity: metric ton x m Max. Combination: 64. m + 5.8 m ower Arrangements 9 ower Jib Arrangements 0 Working Ranges and Lifting Capacities Crane oom Working Ranges 2 Crane oom Lifting Capacity 3 Auxiliary Sheave Lifting Capacity for Crane oom 4 Long oom Working Ranges 5 Long oom Lifting Capacity 6 Auxiliary Sheave Lifting Capacity for Long oom 6 Fixed Jib Working Ranges 7 Fixed Jib Lifting Capacities 8 ower Jib Working Ranges 2 ower Jib Lifting Capacities 23 Parts and Attachments 29 2
SPECIFICAIONS Power Plant Model:Hino diesel engine PC-UN ype:water-cooled, direct fuel injection, with turbocharger Compiles with NRMM (Europe) Stage IIIA and US EPA ier III. Displacement: 0.5 liters Rated Power:247 kw at 2,000 min - {rpm} (ISO) Max. torque:,300 N m/,500 min - Cooling system: Liquid, recirculating bypass Starter: 24 V/ kw Radiator: Corrugated type core, thermostatically controlled Air cleaner: Dry type with replaceable paper element hrottle: Electric throttle control, twist grip type Fuel filter: Replaceable paper element atteries: wo 2V, 36Ah/5HR capacity batteries, series connected. Fuel tank capacity: 0 liters Hydraulic System Four variable displacement piston pumps are driven by heavyduty pump drive. wo of variable displacement pumps are used in the main hook hoist circuit, auxiliary hook hoist circuit, and each propel circuit. One of the other two pumps is used in the boom hoist circuit and third hoist circuit. he other is used in the swing circuit. Control: Full-flow 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: Oil-to-air heat exchanger (plate-fin type) Filtration: Full-flow and bypass type with replaceable element Electrical system: All wiring corded for easy servicing, individual fused branch circuits. Max. relief valve pressure: Load hoist, boom hoist and propel system: 3.9 MPa {325 kgf/cm 2 } Swing system: 27.5 MPa {280 kgf/cm 2 } Control system: 5.4 MPa {55 kgf/cm 2 } Reservoir capacity: 600 liters oom Hoisting System Powered by a hydraulic motor through a planetary reducer. rake: A spring-set, hydraulically released multiple-disc brake is mounted on the boom hoist motor and operated through a counter-balance valve. Drum lock: External ratchet for locking drum. Drum: Double drum, grooved for 22 mm dia. wire rope. Line speed: Double line on first drum layer Hoisting/Lowering: 27 to 2 m/min x 2 Diameter of wire ropes oom guy line: 38 mm oom hoist reeving: 6 parts of 22 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 spring-set, hydraulically released multipledisc brake is mounted on the hoist motor and operated through a counter-balance valve. (Positive free fall brake is optional item.) Drum lock: External ratchet for locking drum. Drums: Front drum: 6 mm P.C.D. x 82 mm Lg. wide drum, grooved for 28 mm wire rope. Rope capacity is 390 m working length and 390 m storage length. Rear drum: 6 mm P.C.D. x 546 mm Lg. wide drum, grooved for 28 mm wire rope. Rope capacity is 2 m working length and 250 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: Rated line pull (Single-line): 32 kn { tf} Swing System Swing unit is powered by hydraulic motor driving spur gears through planetary reducers (2 sets), the swing system provides 360 rotation. Swing parking brakes: A spring-set, hydraulically released multiple-disc brake is mounted on swing motor. Swing circle: Single-row ball bearing with an integral internally cut swing gear. Swing lock: Manually, four position lock for transportation Swing speed: 2.2 min - {rpm} Upper Structure orsion-free precision machined upper frame. All components are located clearly and service friendly. Engine with low noise level. Counterweight: 97. ton 3
Cab & Control otally enclosed, full vision cab with safety glass, fully adjustable, high backed seat with a head-rest and armrests, and intermittent wiper and window washer (skylight and front window). Cab fittings: Air conditioner, convenient compartment (for tool), cup holder, ashtray, cigarette lighter, sun visor, roof blind, tinted glass, floor mat, foot-rest, shoe tray Controls: Four adjustable levers for front drum, rear drum, boom drum and swing controls Lower Structure Steel-welded 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 track-adjusting bearing block. Carbody weight: ton 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: Spring-set, 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 counter-rotating steering (driving each track in opposite directions). rack rollers: Sealed track rollers for maintenance-free operation. Shoes (flat): 68 shoes,,070 mm wide each crawler (Optional,2 mm shoe is available) Max. travel speed:./0.7 km/h Max. gradeability: 30% Weight Including upper and lower machine, 97. ton counterweight and ton carbody weight, 5.2 m basic boom (or 36.6 m basic tower + 27.4 m basic tower jib), hook, and other accessories. Specification Weight Ground pressure Crane boom Approx. 2 ton, 22 kpa {.25 kgf/cm 2 } ower jib Approx. 2 ton, 28 kpa {.30 kgf/cm 2 } Attachment oom and Jib: Welded lattice construction using tubular, high-tensile steel chords with pin connections between sections. oom and Jib Length Min. Length Max. Length (Min. Combination) (Max. Combination) Crane oom 5.2 m 76.2 m Long oom 73.2 m 9.4 m Fixed Jib 42.7 m + 2.2 m 76.2 m + 30.5 m ower Jib 36.6 m + 27.4 m 64. m + 5.8 m Main Specifications (Model: 7250-2F) Crane oom Max. Lifting Capacity Max. Length Long oom Max. Lifting Capacity Max. Length Fixed Jib Max. Lifting Capacity Max. Combination ower Jib Max. Lifting Capacity Max. Combination ower Angle Main & Aux. Winch Max. Line Speed Rated Line Pull (Single Line) Wire Rope Diameter Wire Rope Length rake ype Free-Fall rake ype 250 t/4.6 m 76.2 m 37.5 t/4.4 m 9.4 m 22.7 t/5.0 m 76.2 m + 30.5 m t/ m 64. m + 5.8 m 60 ~ 90 0 m/min (st layer) 32 kn { tf} 28 mm 390 m (Main) 2 m (Aux.) Spring-set hydraulically released (Negative) Wet-type multiple disc brake (Optional) Working Speed Swing Speed 2.2 min - {rpm} ravel Speed./0.7 km/h Power Plant Model Hino PC-UN Engine Output 247 kw/2,000 min - {rpm} Fuel ank Capacity 0 liters Hydraulic System Main Pumps 4 variable displacement Max. Pressure 3.9 MPa {325 kgf/cm 2 } Hydraulic ank Capacity 600 liters Weight Operating Weight* Approx. 2 t Ground Pressure* 22 kpa {.25 kgf/cm 2 } Counterweight 97. t (Upper), t (Lower) ransport Weight** 44.5 t Units are SI units. {} indicates conventional units. * Including upper and lower machine, 97. ton counterweight and ton carbody weight, basic boom, hook, and other accessories. **ase machine with boom base, carbody, gantry, trans-lifter, lower spreader, upper spreader, main and aux. winches including wire rope, and boom hoist winch including wire rope. 4
GENERAL DIMENSIONS Crane oom (Unit: mm ) R5,850,0 8,930 Crane oom Length: 5.2-76.2m 3,0,800,600 9,070 2,525 3,770 4,845 7,895 8,970 6,0 7,470 7,6 (with optional,2 mm shoe) 435 Limit of Hook Lifting L Hook L 250 t hook 5.3 m 50 t hook 5.9 m 70 t hook 4.9 m 35 t hook 4.7 m L' Hook t ball hook L' 3.2 m 5
ower Jib (Unit: mm ) Jib Offset Angle ower Jib Length: 27.4 m - 5.8 m ower Length: 36.6 m - 64. m ower Angle (60 90 ) 2,525,0 6
OOM AND JI ARRANGEMENS Crane oom Arrangements oom length m (ft) oom arrangement oom length m (ft) oom arrangement 5.2 (50) 48.8 (60) 0 8.3 (60) 0 0 0 5.8 (70) 2.3 (70) 0 0 24.4 (80) 0 54.9 (80) 0 0 0 0 0 0 27.4 (90) 57.9 (90) 0 0 30.5 (00) 0 (0) 0 0 0 0 33.5 (0) 0 0 0 0 64.0 (20) 36.6 () 0 67. (2) 0 0 0 0 0 0 39.6 (30) 70. (230) 0 0 42.7 () 0 0 73.2 (2) 0 0 0 76.2 (250) 0 0 45.7 (50) 0 0 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. Symbol 0 oom Length 7.6 m 7.6 m 3.0 m 6. m 2.2 m Remarks oom ase oom op Insert oom Insert oom Insert oom 7
Long oom Arrangements oom length m (ft) 73.2 (2) oom arrangement 0A 76.2 (250) 0A 0 79.2 (260) 0A 0 0 0A 82.3 (270) 0A 0 0A 30 85.3 (280) 0 0A 0 0 0A 30 88.4 (290) 0 0A 0 0 0 0A 0 30 9.4 (300) 0 0A 0 0 30 0 0A 30 Symbol 0 0A 0 30 Long oom Length 7.6 m 9. m 3.0 m 2.2 m 4.6 m 3.0 m 3.0 m 6. m 9. m Remarks oom ase ower Jib op Insert oom Insert oom apered oom Relay Jib ower Insert Jib ower Insert Jib ower Insert Jib 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 Crane boom length Jib length m (ft) Jib arrangement 2.2 () 0 42.7 m 8.3 (60) 0 Symbol Jib Length Remarks oom 76.2 m 24.4 (80) 0 4.6 m 4.6 m Jib ase Jib op 30.5 (00) 0 0 3.0 m 6. m Insert Jib Insert Jib 8
ower Arrangements ower length m (ft) ower arrangement ower length m (ft) ower arrangement Rail for upper spreader of luffing jib 36.6 () 30A 0 0 W 5.9 (70) 30A 0 W 30A W 30A 0 W 39.7 (30) 30A 0 W 54.9 (80) 30A 0 0 W 42.7 () 30A 0 0 W (90) 30A 0 W 30A 0 W 45.8 (50) 30A 0 W 30A 0 0 W 30A 0 W (0) 30A 0 0 W 30A 0 0 W 30A W 48.8 (60) 30A 0 0 30A W W 64. (20) 30A 0 30A 0 W W Symbol W 0 30A ower Length 7.6 m.6 m 3.0 m 6. m 9. m 2.2 m Remarks oom ase ower Cap Insert oom Insert oom Special Insert oom for ower Insert oom mark shows the standard tower arrangement which enables each tower length of less than that tower length to be configured. 9
ower Jib Arrangements Jib length m (ft) Jib arrangement Jib length m (ft) Jib arrangement 27.4 (90) J 0A J J 0A 0 0 30 J 42.7 () J 0A 0 J J 0A 0 30 30 J 30.5 (00) J 0A 30 J J 0A 0 0 30 30 J 45.7 (50) J 0A 0 0 J J 0A 30 30 J 33.5 (0) J 0A 0 30 J 48.8 (60) J 0A 0 30 30 J J 0A 0 0 30 J 5.8 (70) J 0A 0 0 30 30 J 36.6 () 39.6 (30) J 0A 30 J J 0A 0 30 J J 0A 30 30 J mark shows the standard tower jib arrangement which enables each tower jib length of less than that jib length to be configured. Symbol J J 0A 0 30 ower Jib Length 9. m 9. m 3.0 m 3.0 m 6. m 9. m Remarks ower Jib ase ower Jib op Relay Jib ower Insert Jib ower Insert Jib ower Insert Jib mark: indicates position where cable rollers attached. ower and Jib Combinations and Allowable ower Angle Jib length ower length Hook 36.6m 39.7m 42.7m 45.8m 48.8m 5.9m 54.9m m m 64.m 35 ton hook all hook 27.4m 90-60 90-60 30.5m 33.5m 36.6m 39.6m 42.7m 45.7m 48.8m 5.8m Pillow plate 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-70 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-70 90-60 90-60 90-60 90-60 90-60 90-60 90-70 90-70 90-70 Need 0
A range of hook blocks can be specified, each with a safety latch. Hooks Hooks Hook locks Weight (kg) Weight (kg) No. of sheaves No. of sheaves No. of lines and max. rated loads (tons) 2 3 4 5 6 7 8 250-ton 4,0 - - - - 8.0-08.0 50-ton 2,300 6 - -.5 67.5 8.0 94.5 08.0 70-ton,0 3-27.0.5 67.5 - - 35-ton 900-27.0 35.0 - - - - - -ton ball hook 450 0 - - - - - - - No. of lines and max. rated loads (tons) 9 0 2 4 6 8 22 250-ton 4,0-35.0 5 82.0 0.0 2 2.0 2 50-ton 2,300 6 2.5 35.0 - - - - - 70-ton,0 3 - - - - - - - - 35-ton 900 - - - - - - - - ball -ton hook 450 0 - - - - - - - - Crane oom/ower Fixed Jib/ower Jib Style and Combination of oom and Jib Style 7.6 m boom base 7.6 m boom top.6 m tower cap 3.0 m insert boom 6. m insert boom 2.2 m insert boom 9. m special insert boom for tower 4.6 m tapered boom 4.6 m jib base 4.6 m jib top 3.0 m insert jib 6. m insert jib 9. m tower jib base 9. m tower jib top 3.0 m relay jib 3.0 m tower insert jib 6. m tower insert jib 9. m tower insert jib Note:. Figure in ( ) means the numbers of the maximum usable boom (or jib) respectively. 2. N.A.: Not applicable Crane oom Long oom Fixed Jib ower Jib Common use() Common use() Common use() Common use() Common use() N.A. Common use() N.A. N.A. N.A. N.A. Luffing ower only() Common use(2) Common use() Common use(2) Common use() Common use() N.A. Common use() Common use(3) Common use(4) Common use(4) Common use(4) Common use(2) N.A. N.A. N.A. Luffing ower only() N.A. Long oom only() N.A. N.A. N.A. N.A. Fixed Jib only() N.A. N.A. N.A. Fixed Jib only() N.A. N.A. N.A. Fixed Jib only() N.A. N.A. N.A. Fixed Jib only(3) N.A. N.A. N.A. N.A. Luffing ower only() N.A. Common use() N.A. Common use() N.A. Common use() N.A. Common use() N.A. Common use(2) N.A. Common use(2) N.A. Common use N.A. Common use() N.A. Common use() N.A. Common use(2) Symbols for Attachments: Crane oom Auxiliary Sheave for Crane oom Long oom Auxiliary Sheave for Long oom Fixed Jib ower Jib
WORKING RANGES AND LIFING CAPACIIES Crane oom Working Ranges 76.2 m OOM 73.2 m OOM 70. m OOM 67. m OOM 64.0 m OOM m OOM 57.9 m OOM 54.9 m OOM 5.8 m OOM 48.8 m OOM 45.7 m OOM 42.7 m OOM 39.6 m OOM 36.6 m OOM 33.5 m OOM 30.5 m OOM 27.4 m OOM 24.4 m OOM 2.3 m OOM 8.3 m OOM 5.2 m OOM 80û 75û 70û 65û 60û 55û 50û 80 45û û 35û 30û 78 76 74 72 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 38 36 34 32 30 28 26 24 22 8 6 4 2 0 Height above ground (m) 2.53 m.4 m 6 8 0 2 4 6 8 22 24 26 28 30 32 34 36 38 42 44 46 48 50 52 54 56 58 60 62 64 66 68 Radius from center of rotation (m) Center of rotation NOES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. 2. 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. Weight of hook block(s), slings and other load handling accessories is included in rated load. heir total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, 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. 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 6 part line. 0. Gantry must be in raised position for all conditions.. oom backstops are required for all boom lengths. 2. 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. Crane boom ratings: Deduct weight of main hook block, slings, and all other load handling accessories from crane boom ratings shown. 5. Auxiliary sheave ratings for crane boom: Deduct weight of ball hook, slings, and all other load handling accessories from auxiliary sheave ratings for crane boom shown. 6. Crane boom lengths for auxiliary sheave mounting are 5.2 m to 76.2 m. 7. Crane boom ratings with auxiliary sheave: Deduct 0.9 ton from crane boom ratings shown. Minimum rated loads must exceed 2.4 ton. 2
Crane oom Lifting Capacity Unit: metric ton Counterweight: 97. t, Carbody weight: t Working radius (m) oom length (m) 4.6 5.0 7.0 8.0 9.0 28.0 32.0 3.0 44.0 5.2 8.3 2.3 4.6 m/2 230.7 9.5 65.9 46. 30.4 7.7 90.5 69.0 4.8 m/60.9 22 29.0 9.5 65.6 45.8 30. 7.4 90.3 72.7 60.6 7.5 m/52.2 8 5.5 m/97.6 9. 65.2 45.4 29.8 7. 90. 72.4 60.3 5.6 45.0. m/44.8 6 24.4 6. m/75.6 65.0 45.2 29.6 6.9 90.0 72.3 60.2 5.4 44.8 39.6 22.7 m/ 4 27.4 6.6 m/5 54.4 44.9 29.2 6.5 89.8 72. 60.0 5.2 44.5 39.3 35. 25.4 m/32.6 2 30.5 7. m/35.0 35.0 29.0 6.3 89.8 72.0 59.9 5. 44.4 39. 34.9 3.4 28.5 0 33.5 7.7m/28.5 27.0 22.9 89.5 7.8 59.6 50.8 44.0 38.8 34.5 3.0 28. 25.7 30.7 m/ 0 36.6 8.2 m/7.3 4.4.2 89.5 7.8 59.6 50.8 44.0 38.8 34.5 3.0 28. 25.7 23.5 33.3 m/22.3 9 39.6 8.7m/07. 06.2 03.3 89.4 7.6 59.4 50.5 43.8 38.5 34.2 30.7 27.8 25.3 23.2 2.4 35.9 m/9.8 8 42.7 9.2 m/98.6 96.6 89.2 7.4 59.2 50.3 43.6 38.3 30.5 27.5 25. 22.9 2. 9.5 8. 38.6 m/7.7 8 45.7 9.8 m/90.4 89.9 85. 7.2 59.0 50. 43.4 38. 33.8 30.3 27.3 24.8 22.7.8 9.2 7.8 6.5 4.2 m/5.8 7 48.8 0.3 m/8.0 79.8 7.2 59.0 50. 43.3 33.7 30.2 27.3 24.8 22.6.7 9. 7.7 6.4 5.3 43.9 m/4.3 6 oom length (m) Working radius (m) 4.6 5.0 7.0 8.0 9.0 28.0 32.0 3.0 44.0 Working radius (m) oom length (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 5.8 54.9 57.9 0.8 m/77.0 75.0 70.8 58.7 49.8 43. 37.7 33.5 29.9 27.0 24.5 22.3.4 8.8 7.4 6. 4.9 3.9 3.0 46.5 m/2.8.4 m/7.4 70.4 66.5 58.5 49.6 42.8 37.5 33.2 29.7 26.7 24.2 22..2 8.5 7. 5.8 4.7 3.7 2.7.9 49. m/.5.9m/65.8 65.6 6.9 58.4 49.5 42.7 37.4 33. 29.5 26.6 2.9 8.4 6.9 5.6 4.5 3.4 2.5.6 0.9 5.8 m/0.3 2.4 m/6. 58.3 55.2 49.3 42.6 37.2 32.9 29.4 26.4 23.9 2.7 9.8 8.2 6.7 5.4 4.3 3.3 2.3.5 0.7 9.4 54.4 m/9.2 64.0 2.9 m/56.3 54.7 5.6 48.7 42.3 37.0 32.6 29. 26. 23.6 2.4 9.6 7.9 6.4 5. 2.9.2 0.4 9.7 9.0 8.4 57.m/8.2 67. m/5.6 50.8 48.0 45.3 42.2 36.9 32.6 29.0 23.5 2.3 9.5 7.8 6.3 5.0 3.9 2.8.9.0 0.2 9.5 8.9 8.3 7.7 59.7 m/7.3 70. 47.6 44.9 42.3 39.8 36.6 32.3 28.8 25.8 23.2 2. 9.2 7.5 4.7 3.6 2.5.6 0.7 9.9 9.2 8.6 8.0 7.4 6.8 6.3 62.3 m/6.2 73.2 4.5 m/43. 4.4 38.9 36.7 34.5 32. 28.6 25.6 23..9 9.0 7.3 5.9 4.6 3.4 2.4.4 0.6 9.8 9.0 8.4 7.8 7.2 6.6 5.5 65.0 m/5.3 76.2 5. m/37. 35.9 33.8 3.8 29.8 27.9 26.2 24.5 23.0.8 8.9 7.2 5.8 4.5 3.3 2.2.3 0.4 9.6 8.9 8.2 7.6 6.9 6.3 5.7 5.2 4.7 67.6 m/4.3 3 6 6 5 5 5 4 4 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 P2. oom length (m) Working radius (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 3
Auxiliary Sheave Lifting Capacity for Crane oom (With 70 t Main Hook) oom length Working (m) radius (m) 5.0 7.0 8.0 9.0 28.0 32.0 3.0 44.0 5.2 8.3 2.3 5.4 m/ 6. m/ 5.8 m/ 8.8 m/ 6.3 m/ 2.4 m/ 24.4 6.9 m/ 27.4 7.4 m/ 26.7 m/ 30.5 7.9 m/ 29.3 m/ 33.5 8.5 m/ 36.6 Unit: metric ton Counterweight: 97. t, Carbody weight: t 39.6 9.5 m/ 34.6 m/ 37.2 m/ 42.7 39.9 m/ 45.7 0.6 m/ 42.5m/3.4 48.8. m/ 2.7 45.2 m/ oom length (m) Working radius (m) 5.0 7.0 8.0 9.0 28.0 32.0 3.0 44.0 oom length Working (m) radius (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 5.8 54.9 57.9.6 m/ 3.4 2.4.5 47.8 m/0.7 2.2 m/ 3.2 2.2.2 0.4 9.6 50.4 m/9.4 2.7 m/ 3.0.9.0 0. 9.4 8.7 53. m/8.3 3.2 m/ 2.8.8 0.8 9.2 8.5 7.9 55.7 m/7.4 64.0 3.7 m/ 2.5.4 0.5 9.7 8.9 8.2 7.5 6.9 6.3 58.4 m/6.2 67. 4.3 m/ 2.4.3 0.4 9.5 8.7 8.0 7.4 6.8 6.2 5.6 m/5.3 70. 4.8 m/ 3.2 2..0 0. 9.2 8.4 7.7 7. 6.5 5.9 5.3 4.8 63.6 m/4.4 73.2 5.3 m/ 3..9 0.9 9.9 9. 8.3 7.5 6.9 6.3 5.7 5. 4.5 4.0 3.5 66.3 m/3.4 76.2 5.9 m/ 3.0.8 0.7 9.8 8.9 8. 7.4 6.7 6. 5.4 4.8 4.2 3.7 3.2 2.7 68.9 m/2.5 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 P2. oom length (m) Working radius (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 4
Long oom Working Ranges 9.4 m OOM 88.4 m OOM 85.3 m OOM 82.3 m OOM 79.2 m OOM 76.2 m OOM 73.2 m OOM 80û 75û 70û 65û 60û 55û 50û 96 94 92 90 88 86 84 45û 82 80 78 76 74 72 û 70 68 66 64 62 35û 60 58 56 54 52 50 48 30û 46 44 42 38 Height above ground (m) 2.53 m.4 m 6 8 0 2 4 6 8 22 24 26 28 30 32 34 36 38 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 Radius from center of rotation (m) Center of rotation NOES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. 2. 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. Weight of hook block(s), slings and other load handling accessories is included in rated load. heir total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, 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. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 5 8. oom inserts and guy lines must be arranged as shown in the Operator's Manual. 9. Gantry must be in raised position for all conditions. 0. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component. 2. Instruction in the Operator's Manual must be strictly observed when operating the machine. 3. Long boom ratings: Deduct weight of hook block, slings, and all other load handling accessories from long boom ratings shown. 4. Auxiliary sheave ratings for long boom: Deduct weight of ball hook, slings, and all other load handling accessories from auxiliary sheave ratings for long boom shown. 5. Long boom lengths for auxiliary sheave mounting are 73.2 m to 88.4 m. 6. Long boom ratings with auxiliary sheave: Deduct 0.9 ton from long boom ratings shown. Minimum rated loads must exceed 2.4 ton.
Long oom Lifting Capacity oom length Working (m) radius (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 72.0 7 78.0 80.0 oom length Working (m) radius (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 72.0 7 78.0 73.2 76.2 79.2 4.4 m/37.5 3 34.4 32.9 3.6 30.4 28.8 26.2 23.8 2.8 9.9 8.3 6.9 5.6 4.5 3.4 2.5.6 0.7 9.3 8.6 8.0 7.4 6.8 6.3 64.9 m/6. 3 4.9 m/34.5 33.5 3.9 30.4 29. 27.9 26.5 25.2 23.6 2.7 9.9 8.3 6.8 5.6 4.5 3.4 2.5.5 0.7 9.3 8.6 8.0 7.3 6.7 6. 5.6 67.5 m/5.4 3 5.4 m/32.6 32. 30.6 29. 27.9 26.8 25.6 24.5 23.3 2.6 9.7 8.2 6.7 5.4 4.3 3.2 2.3.4 0.6 9.9 9. 8.5 7.8 7.2 6.7 6. 5.6 5.3 4.8 70.2 m/4.8 3 73.2 76.2 79.2 5. m/ 3. 2.2.3 0.4 9.7 9.0 8.3 7.7 7. 6.5 5.5 5.7 m/ 3. 2.2.2 0.4 9.7 9.0 8.3 7.7 7.0 6.4 5.8 5.3 4.8 68.7 m/4.6 6.2 m/ 2.9. 0.3 9.6 8.8 8.2 7.5 6.9 6.4 5.8 5.3 5.0 4.5 7.3 m/4.2 82.3 3.2 29.6 28.2 26.9 25.7 24.6 23.6 22.6 2.5 9.7 8. 6.7 5.4 4.3 3.2 2.3.4 0.5 9.8 9. 8.4 7.8 7.2 6.6 6. 5.6 5.2 4.7 4.3 72.8 m/4.2 3 82.3 6.7 m/ 2.9. 0.2 9.5 8.8 8. 7.5 6.9 6.3 5.8 5.3 4.9 4.4 4.0 3.6 85.3 6.5 m/ 24.2 23.2 22.3 2. 9.9 8.7 7.7 6.5 5.4 4.3 3.2 2.2.3 0.5 9.8 9.0 8.4 7.7 7. 6.6 5.6 5.2 4.7 4.3 3.9 74.5 m/3.7 2 85.3 7.3 m/ 2.9.9.0 0.2 9.5 8.7 8. 7.4 6.8 6.3 5.7 5.3 4.9 4.4 4.0 3.6 3.2 76.6 m/3. 88.4 7.0 m/ 24. 23.0 2.. 9. 8. 7. 6. 5. 4.2 3.4 2.5.8. 0.3 9.6 9.0 8.4 7.7 7. 6.6 5.6 5.2 4.7 4.3 3.9 3.5 3.2 78. m/3.2 2 88.4 7.8 m/ 3. 2.2.5 0.8 9.3 8.7 8. 7.4 6.8 6.3 5.7 5.3 4.9 4.4 4.0 3.6 3.2 2.9 9.4 7.6 m/2.5 2.2 8.9 7.8 6.9 5.3 4.5 3.8 3. 2.5.8.2 0.7 0.2 9.8 9.4 8.9 8.5 7.8 7.2 6.7 6. 5.6 5. 4.6 4. 3.6 3. 2.6 2 oom length (m) Working radius (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 72.0 7 78.0 oom length (m) Working radius (m) 28.0 32.0 3.0 44.0 48.0 52.0 5 60.0 64.0 68.0 72.0 7 78.0 80.0 Unit: metric ton Counterweight: 97. t, Carbody weight: t 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 P5. Auxiliary Sheave Lifting Capacity for Long oom (Without Main Hook) Unit: metric ton Counterweight: 97. t, Carbody weight: t 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 P5. 6
Fixed Jib Working Ranges Jib Offset Angle: 0,30 76.2 m OOM + 30.5 m JI 0û 30û 76.2 m OOM + 24.4 m JI 76.2 m OOM + 8.3 m JI 0 05 00 76.2 m OOM + 2.2 m JI 95 90 42.7 m OOM + 30.5 m JI 85 80 42.7 m OOM + 24.4 m JI 42.7 m OOM + 8.3 m JI 42.7 m OOM + 2.2 m JI 75 70 65 60 80û 55 50 45 35 30 Height above ground (m) 30û 25 5 0 5 0 5 25 30 35 45 50 55 60 65 70 75 80 85 5 2.53 m.4 m Radius from center of rotation (m) Center of rotation NOES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. 2. 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. Weight of hook block(s), slings and other load handling accessories is included in rated load. heir total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, 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. 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. Gantry must be in raised position for all conditions. 0. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component. 2. When erecting or lowering the boom length of 76.2 m, the pillow plate for erection must be placed at the end of crawlers. 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 fixed jib ratings shown. 5. Crane boom lengths for fixed jib mounting are 42.7 m to 76.2 m. 7
Fixed Jib Lifting Capacities (Without Main Hook) Jib Offset Angle: 0 Counterweight: 97. t, Carbody weight: t Unit: metric ton oom length (m) 42.7 48.8 54.9 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 2.2 8.3 24.4 Working radius (m) 2.9 m/22.7 3.9 m/22.7 22.4 5.3 m/5.3 22.7 5.0 m/22.7 5. 7. m/8.6 22.2 6.3 m/5.2 22.5 7.4 m/ 2.6 4.8 8.5 8.5 m/5. 2.8 5.0 8. m/8.5 9.6 m/5. 22. 9.2 m/8.5 8.4 m/ 2. 4.6 8.3 5.0 2.4 4.7 8.4 5.0 2.7 8.5.6 m/5.0.3 m/8.5.8 4.3 8.2 4.9 2. 4.5 8.3 4.9 2.4 8.3 5.0 8.4.4 8. 4.8.7 4.2 8.2 4.8 2.0 8.2 4.9 8.3. 3.8 7.8 4.6.4 8.0 4.7.7 8. 4.8 8.2 28.0 9.8 7.5 4.4. 3.7 7.8 4.5.4 8.0 4.7 8. 9.5 3.3 7.3 4.2 9.9 7.5 4.4.2 7.7 4.5 7.9 8.8 2.9 6.8 3.9 9. 3. 7. 4.0 9.7 3.3 7.3 4.2 7.5 7.4.9 6.5 3.6 7.8 2.8 6.7 3.8 7.4 3.0 6.9 3.9 3.2 7. 5.8 0.9 6. 3.4 5.5.7 6.4 3.5 4.9 2.6 6.6 3.7 2.9 6.8 5.9 3.2 3.4 0.8 6. 3.3 2.8.6 6.3 3.5 2.3 2.3 6.5 2.2 9.3 5.6 3.0.7 5.8 3.2. 0.7 3.3 0.6. 6.2 50.3 m/2. 8.7 5.4 2.9 0.3 9.4 5.6 3.0 9.7 5.8 3. 9.2 9.6 56. m/8.4 5.3 2.7 55.5 m/9.8 8.8 5.4 2.9 8.5 8.9 5.6 3.0 8.0 8.4 5.8 6.7 m/5. 2.6 6.4 m/8.4 5.3 2.7 60.8 m/7.8 7.8 5.4 2.8 6.9 7.3 5.6 2.5 5.2 2.6 6.9 5.3 2.7 6.4 5.4 67.2 m/2.5 67.0m/5. 2.6 66.6 m/6.8 5.2 2.6 66. m/ 5.6 5.3 72.5 m/2.5 72.3 m/5. 2.6 7.9 m/5.2 5.2 78.0 77.7 m/2.5 77.6 m/4.7 82.0 84.0 2 2 2 2 2 oom length (m) 30.5 2.7 m/5.0 5.0 4.9 4.8 4.8 28.0 4.6 4.3 4.0 3.8 3.6 3.4 3.2 3. 3.0 2.8 2.7 2.6 2.6 78.0 2.5 82.0 83.0 m/2.5 84.0 Working radius (m) Working radius (m) Working radius (m) Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. oom length (m) 67. 73.2 76.2 oom length (m) 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 7. m/ 9.4 m/ 8.2 m/ 8.7 m/ 2.4 m/8.5.5 m/ 2. m/ Ratings shown in 8.5 22.7m/5.0 22.3 m/8.5 23.8 m/5.0 22.9 m/8.5 8.3 5.0 8.4 5.0 8.4 24.4 m/5.0 8.2 4.9 8.3 4.9 8.3 4.9 28.0 8. 4.8 8.2 4.8 8.2 4.8 28.0 8. 4.7 8. 4.8 8. 4.8 7.7 4.4 7.8 4.5 7.9 4.6 3.3 7.3 4.2 7.5 4.3 7.5 4.3 3.0 7.0 3.9 3.3 3.2 7. 4.0 3.0 3.3 7.2 4..7 2.2 6.7 3.7.2.7 6.8 3.8 0.9.4 6.9 3.9 0.5 6.4 3.5 9.5 6.6 3.6 9.2 9.7 6.7 3.7 8.6 9.0 6.2 3.3 8. 8.5 6.3 3.5 7.8 8.2 6.4 3.5 7.4 7.8 3.2 6.9 7.3 6. 3.3 6.5 7.0 6.2 3.3 6.3 6.7 5.8 3. 5.8 6.2 5.9 3.2 5.5 5.9 3.2 5.4 5.8 5.6 2.9 4.9 5.3 5.7 3.0 4.6 5.0 5.5 3. 4.6 5.0 5.4 2.8 4. 4.5 5.0 2.9 3.7 4. 4.7 3.0 7.4 m/4.4 4.3 4.7 2.7 3.4 3.7 4.3 2.8 3.0 3.4 4.0 2.9 78.0 77.2 m/3.8 4. 2.6 76.6 m/2.9 3. 3.6 2.7 7 m/2.7 2.8 3.3 2.8 78.0 82.0 3.5 2.6 2.5 3.0 2.6 80.0 m/2.5 2.7 2.7 82.0 8 82.8 m/3.3 2.5 2.5 2.6 84.0 m/2.4 2.5 8 90.0 88.3 m/2.5 88.0 m/2.4 90.0 are determined by the strength of the boom or other structural components. Refer to notes P7. 8
Jib Offset Angle: 30 Unit: metric ton Counterweight: 97. t, Carbody weight: t oom length (m) 42.7 48.8 54.9 oom length (m) 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 Working radius (m) 6.5 m/8.4 7.6 m/8.4 7.7 8.2 8.7 m/8.4 9.8 m/ 6.8.7 m/2. 7.3 2.7 m/2. 7.8.8 6.6 2. 7. 22.8 m/2. 23.9 m/2. 5.3.3 24.4 m/6.3 5.9.6 25.4 m/6.3 6.4.9 2. 4.7 0.7 6.2 27.7 m/3.3 5.2. 6.2 5.7.4 26.5 m/6.2.7 27.6 m/6.2 28.0 4. 0.3 3.3 4.7 0.6 6. 28.8 m/3.3 5.2.0 6.2 29.9 m/3.3.3 6.2 28.0 3.6 9.9 5.9 3.2 4. 0.2 3.2 4.7 0.6 3.3 0.9 6. 30.9 m/3.3 2.7 9.2 5.6 3.0 3.2 9.5 5.7 3. 3.8 9.9 5.8 3. 0.2 5.9 3.2 8.6 5.4 2.9 2.5 8.9 5.5 2.9 3.0 9.3 5.6 3.0 3.4 9.6 5.7 3.0.4 8. 5.2 2.8.9 8.4 5.4 2.8 2.4 8.7 5.5 2.9 2.8 9.0 5.5 2.9.0 7.7 5. 2.6.4 8.0 5.2 2.7.8 8.3 5.3 2.7 2.2 8.6 5.4 2.8 0.8 7.4 5.0 2.6.0 7.7 5. 2.6.4 7.9 5.2 2.7.0 8.2 5.3 2.7 5.0 m/0.8 7.2 4.9 2.5 0.4 7.4 5.0 2.5 9.9 7.6 5. 2.6 9.5 7.9 5. 2.6 57. m/7. 4.8 2.4 56.3 m/9.7 7.2 4.9 2.5 8.6 7.4 5.0 2.5 8.2 7.6 5.0 2.5 4.7 2.4 7. 4.8 2.4 6.6 m/7.6 7.2 4.9 2.4 7. 7.4 5.0 2.5 63.2 m/4.7 2.4 62.4 m/7. 4.7 2.4 7. 4.8 2.4 6. 6.8 4.9 2.4 69.3 m/2.4 68.5m/4.6 2.4 67.7 m/6.7 4.7 2.4 66.9 m/5.9 5.9 4.8 2.4 2.4 73.8 m/4.6 2.4 73.0 m/5.2 4.8 2.4 78.0 74.6 m/2.4 2.4 4.7 2.4 78.0 82.0 79.9m/2.4 79. m/4.6 2.4 82.0 8 85. m/2.4 8 2 2 2 Working radius (m) Working radius (m) Working radius (m) Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. oom length (m) 67. 73.2 76.2 oom length (m) 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5 2.2 8.3 24.4 30.5.8 m/ 2.9 m/ 22.3 m/ 24.9 m/ Ratings shown in.9 2. 26.5 m/ 28.0.5 28.6 m/6.2.7 29.7 m/6.2.8 28.0. 6. 32.0m/3.3.4 6.2 33.0 m/3.2.5 30.2 m/6.2 33.5 m/3.2 0.4 5.9 3.2 0.7 3.2 0.8 3.2 9.8 5.8 3.0 0. 5.8 3. 0.2 5.8 3. 3.2 9.3 5.6 2.9 9.6 5.6 3.0 9.7 5.7 3.0 2.2 8.9 5.4 2.8.7 9. 5.5 2.9.5 9.2 5.5 2.9 0.4 8.5 5.3 2.7 8.7 5.4 2.8 9.7 8.8 5.4 2.8 8.9 8. 5.2 2.6 8.5 8.4 5.3 2.7 8.2 8.5 5.3 2.7 7.6 7.8 5. 2.6 7.2 8.0 5.2 2.6 6.9 7.7 5.2 2.6 6.5 7.3 5.0 2.5 6. 6.9 5. 2.5 5.8 6.6 5. 2.5 5.6 6.3 5.0 2.4 5. 5.8 5.0 2.5 4.8 5.6 5.0 2.5 4.7 5.4 4.9 2.4 4.2 5.0 5.0 2.4 3.9 4.7 5.0 2.4 72.2 m/4.3 4.6 4.9 2.4 3.4 4.2 4.7 2.4 3.2 3.9 4.4 2.4 78.0 3.9 4.3 2.4 77.5 m/2.9 3.4 3.9 2.4 2.5 3.2 3.7 2.4 78.0 82.0 78.3 m/3.8 3.7 2.8 3.3 2.5 3.0 82.0 8 84.3 m/3.3 83.5 m/2.5 2.7 2.4 8 90.0 88.0 m/2.4 90.0 are determined by the strength of the boom or other structural components. Refer to notes P7. 9
ower Jib Working Ranges ower Length: 48.8 m 42.7 m JI 39.6 m JI 36.6 m JI 33.5 m JI 30.5 m JI 27.4 m JI 75û 65û 55û 95 90 85 80 45û 75 5û 5û 5û 5û 70 65 60 55 80û 90û 50 45 35 30 25 Height above ground (m) 60û 70û 5 0 5 5 0 5 25 30 35 45 50 55 60 65 70 Radius from center of rotation (m) 2.53 m.4 m Center of rotation 2 NOES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. 2. 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. Weight of hook block(s), slings and other load handling accessories is included in rated load. heir total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, 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. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. ower/tower jib inserts and guy lines must be arranged as shown in the Operator's Manual. 9. ower jib hoist reeving is 8 part line. 0. Gantry must be in raised position for all conditions.
ower Length: 64. m 25 5.8 m JI 48.8 m JI 45.7 m JI 42.7 m JI 39.6 m JI 36.6 m JI 33.5 m JI 30.5 m JI 27.4 m JI 75û 65û 55û 5 0 05 00 95 45û 90 5û 85 5û 80 2.5 m 80û 70û 90û 25û 5û 5û 75 70 65 60 55 50 45 35 Height above ground (m) 60û 30 25 5 0 5 0 5 25 30 35 45 50 55 60 65 70 75 80 Radius from center of rotation (m) 5 2.53 m.4 m Center of rotation. ower and tower jib backstops are required for all tower and tower jib combinations. 2. Ratings shown in are determined by the strength of the tower or other structural component. 3. When erecting and lowering the tower length of 64. m, the pillow plate for erection must be placed at the end of crawlers. 4. Instruction in the Operator's Manual must be strictly observed when operating the machine. 5. ower jib ratings: Deduct weight of hook block, slings, and all other load handling accessories from tower jib ratings shown. 22
ower Jib Lifting Capacities 36.6 m ower Length ower length (m) 36.6 27.4 30.5 ower angle 90 80 70 60 90 80 70 60 0.9m/.7 m/ 24.2 24.2 2.7 m/23.4 23.5 23.2 23.2 22.7 23.0 m/2.9 2.0 2.0 2.0 2.0 8.6 8.6 8.6 8.6 29.9 m/.2 5.2 3.9 m/4. 5. 5. 33.7 m/3.0 2.8 2.8 32.8 m/0.6 2.7 2.7 36.2 m/.8. 4.2 m/.0.0 9.7 9.7 39.2 m/0.6 9.6 43.3 m/9.2 42.3 m/9.6 8.6 45.2 m/8.7 8.5 47.9 m/8.2 7.7 50.8 m/7.6 ower length (m) ower angle 2 2 Unit: metric ton Counterweight: 97. t, Carbody weight: t 39.7 m ower Length ower length (m) 39.7 ower length (m) 27.4 30.5 33.5 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 0.9 m/.7 m/ 2.5 m/ 24.2 24.2 23.4 24.2 23.5 22.6 23.2 22.3 m/22.8 22.7 23.6 m/2.4 2.8.9.9 2.0.9 2.0 24.8 m/.2 8.5 8.6 8.6 8.6 8.8 8.6 29.9 m/.2 5.2 33.0 m/3.4 5. 5. 5.3 5. 2.8 2.8 32.8 m/0.6 2.7 34.7 m/2.4 2.7 36.5 m/.5 36.7 m/.5..0.0 35.8 m/9.2.0.0 9.7 42.7 m/9.5 39.7 m/0.4 9.6 44.9 m/8.7 9.6 9.6 43.3 m/9.3 8.6 8.5 8.5 42.6 m/9.4 8.4 47.0 m/8.2 49.4 m/8.0 46.3 m/8.4 7.7 49.2 m/7.7 7.6 5 52.4 m/7.2 6.8 55.3 m/6.6 5 2 2 2 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 tower or other structural components. Refer to notes P2 and P22. 42.7 m ower Length ower length (m) 42.7 27.4 30.5 33.5 36.6 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 0.9 m/.7 m/ 2.5 m/ 3.3 m/23.9 23.6 24.2 22.9 24.2 23.4 22.2 24.2 23.5 22.6 2.4 23.2 22.8 m/22.3 22.7 2.8.7.9.9 2.0 24. m/.9 2.0 25.4 m/9.6 9.9 8.5 8.6 8.6 8.6 8.8 8.6 8.8 26.7 m/8.2 29.9 m/.3 5.2 5. 5. 5.3 5. 5.2 5.0 2.8 2.8 32.8 m/0.6 2.7 35.8 m/.8 2. 2.7 2.8 2.6 37.3 m/.4..0.0 35.8m/9.2.0.0 9.3 0.9 39.3 m/0.4 9.7 44.2 m/9.0.2 m/0.2 9.6 9.6 9.6 38.7 m/8.7 9.5 9.5 44.4 m/8.9 8.6 8.5 46.4 m/8.4 43.2 m/9.3 8.4 48.5 m/7.9 8.4 8.3 7.8 47.3 m/8.2 7.7 7.5 7.6 46. m/8.3 7.4 50.7 m/7.3 5.0 m/7.6 53.9 m/6.9 50.2 m/7.5 6.8 53.2 m/6.7 6.7 60.0 56.8 m/6.3 59.8 m/5.7 2 2 2 2 ower length (m) ower angle 60.0 23
45.8 m ower Length 48.8 m ower Length Unit: metric ton ower length (m) 45.8 ower length (m) 27.4 30.5 33.5 36.6 39.6 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 0.9m/ 24.2 23.2.9 8.5 29.9m/.3 23.3m/2.7.9 8.6 5.2 2.8 37.8m/.2 35.0m/2.3. 9.7 45.4m/8.8 45.8m/8.6 8.6 7.8 52.5m/7.3.7m/ 24.2 23.5 22.7 2.0 8.6 5. 32.8m/0.6 24.5m/.3 8.6 5. 2.7.0.7m/0. 36.8m/.5.0 9.6 8.5 48.3m/8. 47.9m/8. 7.7 6.9 55.4m/6.7 2.5m/ 24.2 23.4 22.6 2.8 2.0 8.8 5.3 2. 35.8m/9.2 25.9m/8.7 8.6 5. 2.7.0 9.6 43.7m/9. 38.5m/0.9 9.6 8.4 7.5 5.3m/7.3 50.m/7.6 6.8 6. 58.4m/ 3.3m/23.9 23.6 22.9 22.2 2.4.7 9.9 8.8 5.2 2.8 9.3 38.7m/8.7 27.2m/7.6 5.0 2.6 0.9 9.5 8.4 46.6m/8.2.3m/0. 9.5 8.3 7.4 6.6 54.2m/6.6 52.2m/7.0 6.7 6.3m/5.5 4.m/ 2.4.8.2 9.6 9.0 8.3 5.2 2.8 0.8 4.7m/7.7 28.5m/6.3 4.9 2.5 0.8 9.4 8.2 49.6m/7.2 9.4 8. 7.2 6.4 57.2m/5.9 54.4m/6.3 5.8 5.3 64.3m/5.0 2 2 2 2 2 ower length (m) 48.8 ower length (m) 27.4 30.5 33.5 36.6 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 0.9 m/.7 m/ 2.5 m/ 3.3 m/23.9 23.6 24.2 22.9 24.2 23.4 22.2 24.2 23.5 22.6 2.4 23.2 23.9 m/2.2 22.7 2.8.7.9.9 2.0 25. m/9.7 2.0 9.9 8.5 8.6 8.6 8.6 8.8 26.4 m/8.4 8.8 27.7 m/7.0 29.9 m/.3 5.2 5. 5. 5.3 5. 5.2 5.0 2.8 36. m/.8 32.8 m/0.6 2.7 37.8 m/. 2. 2.7 2.8 2.6...0.0 35.8 m/9.2.0 39.6 m/0.3 9.3 0.9 4.3 m/9.6 38.3 m/.0 9.7 4.3 m/9.9 9.6 9.6 9.5 38.7 m/8.7 9.5 9.4 8.6 47.3 m/8.3 8.5 49.4 m/7.8 44.2 m/8.9 8.4 8.4 8.3 46.4 m/8.5 7.8 49.4 m/7.7 7.7 7.5 5.6 m/7.3 47.2 m/8. 7.4 53.7 m/6.8 7.0 6.9 52.3 m/7. 6.8 6.6 6.7 56.9 m/6.4 6. 55.3 m/6.4 59.9 m/5.8 5.4 64.0 62.8 m/5.3 64.0 2 2 2 2 ower length (m) 48.8 ower length (m) 39.6 42.7 ower angle 90 80 70 60 90 80 70 60 ower angle 4. m/ 4.9 m/ 2.4 9.7.8 9.2.2 8.6 9.6 8. 9.0 7.5 8.3 29.0 m/5.8 7.0 5.2 4.9 5.2 30.3 m/4.7 2.8 2.5 2.8 2.4 0.8 0.8 0.9 0.6 4.7 m/7.7 9.4 43. m/9.0 8.9 9.2 44.8 m/8.3 8.2 8. 44.6 m/6.8 8.0 7.9 7.2 7.2 7.0 7.0 50. m/7. 6.4 55.9 m/6. 53.0 m/6.4 6.2 5.8 5.8 5.6 58. m/5.6 58.2 m/5.8 5.3 6.2 m/5.3 5.2 65.8 m/4.9 4.8 68.7 m/4.5 2 2 Counterweight: 97. t, Carbody weight: t 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 tower or other structural components. Refer to notes P2 and P22. 24
5.9 m ower Length 54.9 m ower Length ower length (m) ower angle 5.9 27.4 30.5 33.5 36.6 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 0.9 m/.7 m/ 2.5 m/ 3.3 m/23.9 23.6 24.2 22.9 24.2 23.4 22.2 24.2 23.5 22.6 2.4 23.2 22.7 2.8.7.9 24.4 m/.6 2.0 25.7 m/9.0 2.0 9.9 8.5 8.6 8.6 8.6 8.8 27.0 m/7.8 8.8 28.2 m/6.6 29.9 m/.3 5.2 5. 5. 5.3 5. 5.2 5.0 2.8 37. m/.4 32.8 m/0.6 2.7 2. 2.7 2.8 2.6...0 38.9 m/0.7 35.8 m/9.2.0.6 m/ 9.3 0.9 38.9 m/0.8 9.7 4.8 m/9.7 9.6 9.6 9.5 38.7 m/8.7 9.5 42.4 m/9.3 8.6 48.8 m/8.0 8.5 44.7 m/8.8 8.4 8.4 8.3 47.5 m/8.2 7.8 7.6 5.0 m/7.5 7.5 53. m/7.0 47.7 m/7.9 7.4 7.0 50.4 m/7.5 6.9 53.4 m/6.9 6.8 6.6 55.3 m/6.4 55.5 m/6.7 6.2 6. 56.3 m/6.3 58.5 m/6. 6.4 m/5.6 5.4 64.4 m/5. 2 2 2 2 ower length (m) 5.9 ower length (m) 39.6 42.7 45.7 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 4. m/ 4.9 m/ 5.7 m/7.4 2.4 9.7 7.4.8 9.2 6.9.2 8.6 6.4 9.6 8. 9.0 7.5 5.5 8.3 29.5 m/5.4 7.0 5.0 5.2 4.9 5.2 30.8 m/4.4 4. 32. m/3.4 2.8 2.5 2.8 2.4 2.6 2.3 0.8 0.8 0.8 0.6 0.6 0.5 4.7 m/7.7 9.4 44. m/8.7 8.9 9.2 45.9 m/7.9 8.9 9.0 8.2 8. 44.6 m/6.8 8.0 7.9 7. 7.8 47.6 m/7.4 7.2 7.2 7.0 7.0 47.5 m/6. 6.8 6.8 50.6 m/7. 6.4 57.4 m/5.9 53.6 m/6.2 6.2 5.8 5.8 5.6 59.6 m/5.3 56.5 m/5.6 5.4 6.7 m/4.8 59.3 m/5.6 5.2 5.2 5.0 5.0 4.8 4.8 62.2 m/5.2 4.6 65.2 m/4.6 4.4 67.3 m/4.6 4.2 4.0 70.2 m/4.2 73.2 m/3.7 2 2 2 ower length (m) ower angle ower length (m) 54.9 ower length (m) 27.4 30.5 33.5 36.6 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 0.9 m/ 24.2 23.2.9 8.5 29.9 m/.3 24.9 m/ 8.6 5.2 2.8. 39.4 m/0.6 38.2 m/.0 9.7 8.6 48.5 m/8. 50.3 m/7.7 7.0 57.0 m/6.4.7 m/ 24.2 23.5 22.7 2.0 8.6 5. 32.8 m/0.6 26.2 m/8.6 5. 2.7.0 9.5 42.3 m/9.5 39.9 m/0.3 9.6 8.5 7.6 5.5 m/7.3 52.5 m/7.2 6.9 6. 60.0 m/5.8 2.5 m/ 24.2 23.4 22.6 2.7 2.0 8.8 5.3 2.2 35.8 m/9.3 27.5 m/7.2 5. 2.7.0 9.6 45.3 m/8.6 4.7 m/9.6 9.5 8.4 7.5 6.8 54.4 m/6.7 54.6 m/6.7 5.4 62.9 m/5.3 3.3 m/23.9 23.6 22.9 22.2 2.4.7 9.9 8.8 5.2 2.8 9.3 38.7 m/8.7 28.8 m/6.2 5.0 2.6 0.9 9.5 8.4 48.2 m/7.8 43.4 m/9.0 8.3 7.4 6.6 57.4 m/ 56.8 m/6. 5.9 5.3 65.9 m/4.9 2 2 2 2 Unit: metric ton Counterweight: 97. t, Carbody weight: t 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 tower or other structural components. Refer to notes P2 and P22. 25
Unit: metric ton Counterweight: 97. t, Carbody weight: t 54.9 m ower Length m ower Length ower length (m) 54.9 ower length (m) 39.6 42.7 45.7 48.8 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 4. m/ 2.4.8.2 9.6 9.0 8.3 5.2 2.8 0.8 4.7 m/7.9 30. m/4.9 2.5 0.8 9.4 45.2 m/8.3 4.9 m/ 9.7 9.2 8.6 8. 7.5 7.0 5.2 2.8 0.8 8.8 3.4 m/4. 2.4 0.6 9.2 5.7 m/7.4 7.4 6.9 6.4 5.5 5.0 4. 2.6 0.6 8.8 32.6 m/3.4 2.3 0.5 9.0 6.5 m/5.4 5.0 4.6 4.2 3.7 3.3 2.5.6 0. 8.6 33.9 m/2. 2. 0.2 8.7 8.2 8. 44.6 m/6.9 8.0 46.9 m/7.7 7. 7.8 48.7 m/7. 7.3 7.6 7.2 5.2 m/6.9 7.2 6.4 7.0 6.2 7.0 6.2 47.5 m/6. 6.8 6.8 5.6 50.5 m/5.3 6.6 5.8 50.4 m/6.5 5.8 5.8 58.9 m/5.7 54. m/6.2 5.6 6. m/5. 57.0 m/5.5 5.4 5.2 5.2 78.0 60.3 m/5.6 5.2 4.8 68.8 m/4.5 5.2 63.3 m/5.0 5.0 4.6 4.2 7.8 m/4.0 5.0 4.6 66.2 m/4.6 63.3 m/4.7 4.4 4.0 3.6 74.7 m/3.5 60.0 m/5.0 4.8 4.4 69. m/4. 65.4 m/4.3 4.2 3.8 3.4 77.7 m/3.0 78.0 2 2 2 2 ower length (m) 0.9m/ 24.9 23.0.7 25.4m/9.4 8.3 8.6 29.9m/.3 5.2 2.8. 39.7m/0.6 39.9m/0.4 9.7 8.6 49.6m/7.9 5.8m/7.4 7.0 6.2 58.6m/6. ower length (m) 27.4 30.5 33.5 36.6 39.6 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 ower angle.7m/ 24.2 23.5 22.7 2.0 8.6 5. 32.8m/0.6 26.7m/8. 5. 2.7 2.5m/ 24.2 23.4 22.6 2.7 2.0 8.8 5.3 2.2 28.0m/6.7 5. 2.7 3.3m/23.9 23.6 22.9 22.2 2.4.7 9.9 8.8 5.2 2.8 29.3m/5.7 5.0 2.6 4.m/ 2.4.8.2 9.6 9.0 8.3 5.2 2.8 30.6m/4.8 2.5.0 4.0m/ 35.8m/9.3.0 9.5 0.9 0.7 0.8 9.5 9.6 9.6 42.7m/9.2 38.7m/8.9 9.5 44.5m/8.7 4.7m/7.9 9.4 42.9m/9.3 8.5 45.8m/8.5 8.4 8.4 8.3 8.2 46.2m/8. 7.6 7.5 48.7m/7.7 7.4 7.2 7.2 52.5m/7.2 6.9 6.8 56.2m/6.4 6.6 5.7m/6.8 6.4 6. 55.5m/6.5 58.3m/5.8 5.8 60.5m/5.3 6.5m/5.6 5.4 58.4m/5.9 5.3 6.3m/5.4 5. 64.5m/5.0 4.8 4.6 67.4m/4.6 4.2 72.0 70.3m/4.2 2 2 2 2 2 72.0 ower length (m) 42.7 45.7 48.8 5.8 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 78.0 80.0 4.9 m/ 9.7 9.2 8.6 8. 7.5 7.0 5.2 2.8 0.8 8.8 44.6 m/7.0 3.9 m/3.7 2.4 0.6 9.2 8.0 7.0 6.2 54.6 m/6. 48.0 m/7.4 7.0 6.2 5.6 5.2 64.3 m/4.8 62.6 m/4.8 4.4 4.0 73.3 m/3.6 5.7 m/7.4 7.4 6.9 6.4 5.5 5.0 4. 2.6 0.6 8.8 7. 47.5 m/6. 33.2 m/2.7 2.3 0.5 9.0 7.8 6.8 57.6 m/5.4 49.7 m/6.9 6.8 5.4 5.0 4.6 67.2 m/4.4 64.8 m/4.3 4.2 3.8 3.4 76.2 m/3.2 6.5 m/5.4 5.0 4.6 4.2 3.7 3.3 2.5.6 0. 8.6 7.3 5.6 50.5 m/5.3 34.5 m/.8 0.2 8.7 7.6 6.6 5.8 5.2 60.5 m/4.9 5.5 m/6.3 5.8 5.2 4.8 4.4 4.0 70.2 m/4.0 66.9 m/3.9 3.6 3.2 2.8 79.2 m/2.7 7.2 m/3.9 3.7 3.3 2.8 2.4.2 0.4 9. 7.9 6.9 5.9 53.4 m/4.9 35.7 m/0.6 9.7 8.4 7.3 6.4 5.6 5.0 4.6 63.5 m/4.3 53.2 m/5.7 5.6 5.0 4.6 4.2 3.8 73. m/3.5 2 2 2 2 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 tower or other structural components. Refer to notes P2 and P22. ower length (m) ower angle 78.0 80.0 26
m ower Length ower length (m) Unit: metric ton Counterweight: 97. t, Carbody weight: t ower length (m) 27.4 30.5 33.5 36.6 39.6 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 0.9m/ 24.6 23.7 22.9 2.5 8.3 29.9m/.3 8.6 5.2 2.8.7m/ 24.6 23.7 22.7 2.5 8.6 5. 32.8m/0.6 27.3m/7.4 5. 2.7 2.5m/ 23.0 2.0 8.8 5.3 2.3 28.5m/6.4 5. 2.7 3.3m/23.9 23.6 22.9 22.2 2.4.7 9.9 8.8 5.2 2.8 29.8m/5.2 5.0 2.6 4.m/ 2.4.8.2 9.6 9.0 8.3 5.2 2.8 3.m/4.3 2.5..3m/0.3.0 35.8m/9.4.0 9.5 0.9 0.7 0.8.4m/0.2 9.7 9.5 9.6 9.6 43.8m/8.8 38.7m/8.9 9.5 45.5m/8.4 4.7m/7.9 9.4 8.6 43.4m/9.2 8.5 8.4 8.4 8.4 8.3 8.2 47.3m/7.8 7.8 53.4m/6.8 7.6 46.3m/8.4 7.5 49.3m/7.5 7.4 7.2 7.2 50.6m/7.7 6.7 53.6m/6.9 55.5m/6.4 6.7 57.7m/5.7 6.6 52.2m/6.8 6.4 6. 60.m/5.8 5.4 63.0m/5.2 56.5m/6.3 5.7 5.2 4.8 59.4m/5.8 59.8m/5.3 5. 4.7 68.9m/4.3 5.8 5.4 62.4m/5.3 7.9m/3.6 2 2 2 2 2 4.9 4.5 3.9 ower length (m) ower length (m) 42.7 45.7 48.8 5.8 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 ower angle 4.9 m/ 9.7 9.2 8.6 8. 7.5 7.0 5.2 2.8 0.8 8.9 44.6 m/6.9 32.4 m/ 2.4 0.6 9.2 8.0 49.0 m/7.2 5.7 m/7.4 7.4 6.9 6.4 5.5 5.0 4. 2.6 0.4 8.7 7.2 33.7 m/2.6 2.3 0.5 9.0 7.8 6.5 m/5.4 5.0 4.6 4.2 3.7 3.3 2.5.6 9.9 8.5 7.3 35.0 m/.4 0. 8.6 7.5 7.2 m/3.9 3.7 3.3 2.8 2.4.2 0.4 9. 7.9 6.9 36.3 m/9.7 9.3 8.2 7. 7.0 7.0 47.5 m/6.2 6.8 50.8 m/6.7 5.6 6.5 52.5 m/ 5.8 6.2 6.2 55.2 m/5.9 6.2 5.6 5.4 5.4 50.5 m/5.3 5.7 5. 5.7 5. 53.4 m/4.9 5.4 4.8 54.2 m/5.3 4.8 5.2 64. m/4.0 58. m/5.4 5.0 m/4.7 4.7 4.4 4.4 65.3 m/4.9 4.0 4.6 66.3 m/3.7 4.3 64.0 m/4. 4.0 78.0 3.6 3.2 74.8 m/3. 68.3 m/4.3 3.3 2.9 77.8 m/2.5 3.9 7.2 m/3.8 3. 2.7 2.3 3.6 3.2 74.2 m/3.2 78.0 2 2 2 2 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 tower or other structural components. Refer to notes P2 and P22. 27
64. m ower Length ower length (m) 0.9m/ 24.3 23.6 22.9 22.2 2.5 8.3 29.9m/.3 26.5m/8.3 5.2 2.8.7m/ 24.3 23.6 22.9 22.2 2.5 8.6 5. 32.8m/0.6 27.8m/5.9 5. 2.7 2.5m/24.8 24.3 23.6 22.9 2.0 8.8 5.3 2.3 29.m/5.9 5. 2.7. 4.3m/9.9.0 35.8m/9.4.0 4.0m/ 9.7 8.6 7.8 9.5 43.9m/9.0 43.m/9.3 8.5 7.6 9.6 8.4 46.9m/8.2 44.8m/8.7 8.4 7.5 Unit: metric ton Counterweight: 97. t, Carbody weight: t 64. ower length (m) 27.4 30.5 m 33.5 36.6 39.6 ower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 ower angle 3.3m/23.9 23.6 22.9 22.2 2.4.7 9.9 8.8 5.2 2.8 9.5 38.7m/8.9 30.4m/4.9 2.6 0.9 9.5 4.m/ 2.4.8.2 9.6 9.0 8.3 5.2 2.8 0.7 4.7m/7.9 3.7m/3.9 2.5 0.8 9.4 8.4 49.8m/7.4 46.5m/8. 7.4 8.2 7.2 48.3m/7.6 7.2 5.7m/7.4 54.9m/ 6.9 57.m/5.4 6.7 6.6 52.7m/6.6 6.4 5.7 54.6m/6.7 5.3 57.5m/6.2 59.2m/4.9 6.4m/4.5 5.8 6.6m/5.3 4.9 4.6 60.5m/5.6 4.4 5.4 63.5m/4.0 64.6m/4.6 4.2 4.0 63.4m/5.3 3.8 67.5m/4.0 3.6 3.4 70.5m/3.5 73.4m/3.0 2 2 2 2 2 ower length (m) 64. ower length (m) 42.7 45.7 48.8 5.8 ower angle 90 80 70 60 90 80 70 90 80 70 90 80 70 ower angle 4.9 m/ 9.7 9.2 8.6 8. 7.5 7.0 5.2 2.8 0.8 8.8 44.6 m/6.9 32.9 m/3.3 2.4 0.6 9.2 8.0 5.7 m/7.4 7.4 6.9 6.4 5.5 5.0 4. 2.6 0.4 8.7 7. 34.2 m/2.3 0.5 9.0 7.8 6.5 m/5.4 5.0 4.6 4.2 3.7 3.3 2.5.6 9.9 8.5 7. 35.5 m/.4 0. 8.6 7.5 7.2 m/3.9 3.7 3.3 2.8 2.4.9. 0.4 9. 7.9 6.8 36.8 m/9.2 9.0 7.9 6.8 7.0 7.0 47.5 m/6.2 6.8 5.8 m/6.4 5.6 6.5 53.5 m/5.8 5.6 5.9 6. 55.7 m/5.8 6.2 5.6 5.2 5.4 58.6 m/5.3 5.4 5.0 50.5 m/5.3 5.7 5. 6.6 m/4.7 5.7 5. 4.7 53.4 m/4.5 5. 4.5 4. 55.3 m/4.9 4.5 4. 78.0 4.8 66.4 m/4.7 3.4 3.2 2.8 4.6 69.3 m/4.3 4.3 3.9 72.3 m/3.7 64.5 m/3.7 3.7 3.3 3.0 75.2 m/2.9 78.0 2 2 2 2 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 tower or other structural components. Refer to notes P2 and P22. 28
PARS AND AACHMENS ase Machine With boom base, carbody, gantry, trans-lifter, lower spreader, and upper spreader, main and aux. winches (non free-fall) including wire rope and boom hoist winch including wire rope Weight: 44,500 kg Width: 3,0 mm Insert oom Dimensions: mm Weight: kg 6,75 5,750 3,0 L (mm) Weight (kg)* 3.0m 3,75 890 6.m 6,2,4 2.2m 2,3 2,5 *with boom guy cables ase Machine With carbody, gantry, trans-lifter, main and aux. winches (non free-fall) and boom hoist winch Without lower spreader, wire rope for boom hoist, and wire rope for main and aux. hoist Weight: 37,300 kg Width: 3,0 mm 0,25 oom ase (with backstop) Weight: 4,80 kg 7,895 2,3 7,850 2,570 3,0 oom op Weight: 3,860 kg 5,750 2,3 8,370 2,225 2,455 Crawler Weight:,000 kg 8,970,070,325,355 Insert apered oom Weight:,60 kg 2,3 4,700,700 Gantry Weight: 2,830 kg 7,75 Counterweight A Weight: 3,500 kg Counterweight E, E' Weight:,000 kg,70 5,000 855,8 980,875,700 2,225 2,360 785,700 0 850 Counterweight, C, D Weight: 3,0 kg 5,000 530 Counterweight F, F' Weight:,000 kg 980,8 Carbodyweight Weight: 0,000 kg x 2,745,745,875,700,760,045 0 850 29
Dimensions: mm Weight: kg Jib ase with Strut (For Crane) Weight: 50 kg Width:,0 mm Insert ower Jib 9. m Special Insert oom for ower Weight: 2,0 kg 9,270 2,3 ower Cap Weight: 2,30 kg 5,7 2,365 2,295 2,880 2,225 2,580,690 L,670 Jib op (For Crane) Weight: 35 kg L (mm) Weight (kg) 3.0 m 3,60 3 6. m 6,20 530 9. m 9,260 7 ower Jib ase Weight:,70 kg 2,390 9,605,700,700 ower Jib op Weight:, kg,680 9,680,690 3,565 Other Attachments Attachments Weight Dimensions (L xwxh) 3.0 m insert jib (for crane) 0 kg 3,30 mm x,0 mm x 8 mm 6. m insert jib (for crane) 90 kg 6,75 mm x,0 mm x 8 mm Relay jib 0 kg (with guy cables) 3,70 mm x,670 mm x,690 mm rans-lifter 395 kg,45 mm x 0 mm x,390 mm Upper spreader 670 kg 2,40 mm x 250 mm x 890 mm Lower spreader ower strut Upper spreader for tower jib Lower spreader for tower jib 250-ton hook 50-ton hook 0 kg 2,90 kg 260 kg 490 kg 4,0 kg 2,300 kg,500 mm x 290 mm x 760 mm 7,65 mm x,50 mm x 2,430 mm,0 mm x 335 mm x 765 mm 2,330 mm x 705 mm x,090 mm 2,30 mm x,6 mm x 7 mm 75 mm x 700 mm x 2,250 mm 70-ton hook,0 kg 380 mm x 700 mm x,825 mm 35-ton hook 900 kg 365 mm x 700 mm x,575 mm all hook 450 kg,0 mm x 380 mm dia. ransportation of ase Machine Note: Estimated weights may vary 2%.. Rest the lower boom on the wooden block. 2. his transportation plan depends on specifications of your trailer and the areas or countries where you tansport. 30