HYDRAULIC CRAWLER CRANE

Transcription

1 HYDRAULIC CRAWLER CRANE Max. Lifting Capacity: 0 t x m Max. oom Length: m Max. Long oom Length: 79. m Max. Jib Combination: m Max. Luffing ower Combination: m

2 CON FI GU RA I ON 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: m Fixed Jib Max. Lifting Capacity:.0 metric ton x Max. oom Length: m m

3 CONENS Configuration Specifications 3 General Dimensions 5 oom and Jib Arrangements Main oom Arrangements 7 Fixed Jib Arrangements 7 Luffing ower Max. Lifting Capacity: 0.0 metric ton x m Max. oom Length: m m Long oom Arrangements 8 Luffing ower 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 ower Working Ranges 9 Luffing ower Lifting Capacities Clamshell 7 Parts and Attachments 8

4 SPECI FI CA I ON S Power Plant Model:Mitsubishi diesel engine 6D4-LEA (JPN) ype:water-cooled, direct fuel injection, with turbocharger Compiles with NRMM (Europe) ier II and US EPA ier 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 hrottle: Electric throttle control, twist grip type Fuel filter: Heavy duty with spin off type cartridge atteries: wo 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. wo 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: 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 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: 5.6 MPa (55 kgf/cm) Reservoir capacity: 50 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 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 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 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 (Single-line): Rated line pull: 8 kn (.0 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 spring-set, hydraulically released multipledisc 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:. min- (rpm) Upper Structure orsion-free precision machined upper frame. All components are located clearly and service friendly. Engine with low noise level. Counterweight: t 3

5 Shoes (flat): 60 shoes, 90 mm wide each crawler Max. travel speed:.3/0.9 km/h Max. gradeability: 30% 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 (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, foot-rest, shoe tray Controls: Four hand levers for front and rear drum, swing and boom drum 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. 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. Weight Including upper and lower machine, ton counterweight basic boom (or basic tower + basic jib), hook, and other accessories. Specification Main boom Luffing ower Weight Approx. 0 ton, Approx. 30 ton, Ground pressure 94 kpa (0.96 kgf/cm) 0 kpa (.04 kgf/cm) Attachment oom and Jib: Welded lattice construction using tubular, high-tensile steel chords with pin connections between sections. oom Length asic oom Max. oom Main oom 5. m m Long oom Luffing ower m 30.4 m 79. m m Jib Length asic Jib Max. Jib Fixed Jib. m 30.5 m Luffing Jib.9 m 44. m Max. Combination (oom + Jib) Main oom m (boom only) Long oom 79. m (boom only) Fixed Jib m m Luffing ower m 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 ower Max. Lifting Capacity Max. Combination Luffing Angle Main & Aux. Winch Max. Line Speed Rated Line Pull (Single-line) Wire Rope Wire Rope Length rake ype Free-Fall 0 t/ m m t/ m 79. m.0 t/ m m 0.0 t/ m m m 60 ~ 90 0 m/min (st layer) 8 kn (.0 tf) 6 mm 70 m (Main) 50 m (Aux.) Spring set hydraulically released multiple disc brake(negative) Option Working Speed Swing Speed ravel Speed Power Plant Model Engine Output Fuel ank Capacity Hydraulic System Main Pumps Max. Pressure Hydraulic ank Capacity Weight Operating Weight* Ground Pressure* Counterweight ransport Weight**. min- (rpm).3/0.9 km/h Mitsubishi 6D4-LEA 35 kw/,000 min- 400 liters 4 variable displacement 30.9 MPa (35 kgf/cm) 50 liters Approx. 0 t 94 kpa (0.96 kgf/cm) t 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

6 GEN ERAL DI M EN SI ON S M a in oom (Unit: mm ) 6, Center of rotation 3.0 m 7, , ｍ 3, 0 0 (ransportation width),6 0 0, ,5 8 0, , ,4 9 0, 0,4 4 0,3 4 0,4 5 m 7.6 ｍ 6, ,4 0 0 m 5, ,3 0 7,8 9 Lim it of H ook Lift ing L L' Hook L 0 t hook m 70 t hook m Hook L' 35 t hook m t ball hook 4. m 5

7 Luffing ow e r.9 m m (Unit: mm ),80 5û- 75û Jib Offset Augle is Limited. (Over 5û) 30.4m - 5.7m,400 3,580,55 60û- 90û 6

8 OOM AN D J I ARRAN GEM EN S M a in oom Arra nge m e nt s oom oom oom arrangement length m (ft) 5. (50) (60).3 (70) 30.5 (00) 5.8 (70) 54.9 (80) 57.9 (90) oom Length m m m m m m Symbol (00) Ｔ 36.6 (0) 4 (60) 39.6 (30) 4 (50) 7.4 (90) 33.5 (0) 4.7 (40) 4.4 (80) oom arrangement length m (ft) Remarks oom ase oom op apered oom Insert oom Insert oom 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. Fix e d J ib Arra nge m e nt s Fixed Jib Jib Jib arrangement length m (ft).(40) (60) Symbol oom 4.4 (80) 30.5 (00) Remarks m Jib ase m Jib op m Insert Jib m Insert Jib Jib Length 7

9 Long oom Arra nge m e nt s oom Long oom arrangement length m (ft) (00) 6 (0) 67. (0) A A A A A 76. (50) A 79. (60) A 70. (30) 73. (40) Symbol A Luffing oom Length m m m m m m m m m m Remarks oom ase ower Jib op Insert oom Insert oom Insert oom apered 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

10 Luffing ow e r Arra nge m e nt s ow e r J ib Arra nge m e nt s ower Jib oom arrangement length m (ft) Rail for spreader of upper tower jib 30.4 (00) 33.4 (0) 36.5 (0) 39.5 (30) 4.5 (40) 45.6 (50) 48.6 (60) Symbol C A A A C A C A A A A A A C A 6. C A.9 (75) C (85) C (95) C A A C C (05) A A 35. (5) A C A C A A A 6. C A A A C A A (70) Jib arrangement length m (ft) 38. (5) A A A C 4. (35) Luffing ower Length Remarks m oom ase.4 m ower Cap m Insert oom m Insert oom m Insert oom m Special Insert oom for ower A 44. (45) Symbol A A 6. Luffing Jib Length m m m m m m 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. A Remarks ower Jib ase ower Jib op Relay Jib ower Insert Jib ower Insert Jib ower 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 ow e r a nd J ib Com bina t ions a nd Allow a ble ow e r Angle Jib Length ower Length Hook 35 -ton hook all hook û-70û û-70û 90û-70û 90û-70û 90û-70û 90û-70û 90û-70û 90û-70û Pillow plate - Need 9

11 Hook locks A range of hook blocks can be specified, each with a safety latch. No. of lines and max. rated loads (tons) No. of Hooks Weight (kg) sheaves ton, ton, ton 900 -ton ball hook Hooks Weight (kg) No. of sheaves 0-ton 70-ton 35-ton -ton ball hook,700, No. of lines and max. rated loads (tons)

12 WORK I N G RAN GES AN D LI F I N G CAPACI I ES M a in oom Work ing Ra nge s 80û 75û 65ﾟ 70û 55û 60û 50û 64 m OOM 57.9m OOM 45û m OOM m OOM 5 4m OOM 40û 4m OOM m OOM m OOM m OOM 33.5m OOM 30û m OOM 3 7.4m OOM 8 4.4m OOM.3m OOM 4 m OOM 0 5.m OOM Height above ground 35û 56.4m.55m Radius from center of rotation Center of rotation NOES:. 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 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, 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 m.

13 M a in oom Lift ing Ca pa c it y Unit: metric ton Counterweight: t oom Length Working radius oom m/ 5. m/0 5.6 m/ m/8 m/ m/ m/ 7. m/ m/0..8 m/ m/ radius m/3..4 m/ m/ m/ Working 7.7m/ m/ m/ m/9.5 m/ m/ m/ m/ m/ m/ m/ oom oom Length Working 6 7 Length radius Length Working radius.5 m/ 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 P.

14 Aux ilia ry She a ve Lift ing Ca pa c it y (Wit hout M a in H ook ) Unit: metric ton Counterweight: t oom Length Working oom radius Length Working radius 4.5.0/m /6.m /5.8m /m /6.3m.0/m.0.0.0/7.4m.0/7.9m /8.4m /.5m /4.m /m.0.0.0/9.4m /9.5m /34.7m 8. /3m oom Length Working radius /0.6m /39.9m /m oom.0/.m.0/.6m.0.0.0/.m.0/.7m.0/3.m /45.m /47.9m /50.5m.7/53.m.4.0/55.8m Length Working radius 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. 3

15 Long oom Work ing Ra nge s 80û 75û 70û 65û 60û 55û 79.m OOM 76.m OOM 50û m OOM 70.m OOM 7 67.m OOM 6m OOM 45û m OOM 60 40û 56 35û û 36 3 Center of rotation.4m.55m Height above ground 5 64 Radius from center of rotation NOES:. 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 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, 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 m to 76. m. 4

16 Long oom Lift ing Ca pa c it y Unit: metric ton Counterweight: t oom Length Working radius oom Length Working radius m/.8m/ 3.3 m/ 3.9 m/ 4.4m/. 4.9 m/8.7 m/ m/4. 5 m/ m/ m/ m/. 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. Aux ilia ry She a ve Lift ing Ca pa c it y for Long oom Unit: metric ton (Wit hout M a in H ook ) Counterweight: t oom Length Working radius m/.0 3.4m/ m/ 3.5 5m/ oom Length Working radius m/.0 m/.0 m/ m/.7.5 6m/ 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

17 Fix e d J ib Work ing Ra nge s Jib Offset Angle: 0, û 0û m OOM m JI 9 m OOM m JI 88 m OOM + m JI m OOM +. m JI m OOM m JI m OOM + m JI m OOM +. m JI û 4 Height above ground m OOM m JI 0 30û Center of rotation.4m 8.55m Radius from center of rotation NOES:. 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 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, 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 m. 6

18 Fix e d J ib Lift ing Ca pa c it y (Wit hout M a in H ook ) Unit: metric ton Jib Offset Angle: oom length. m m m m 0. m/.0.0 m.0. m/.0 m.0.0 m/ m.0.0 m m.0.0 m 30.5 m. m m m 30.5 m. m m m oom length 4.4 m 3.3 m/.0.0 m/ 6.4 m/ m.0.0 m.0.0 m.0 3 m.3 m/ m/ m/.0 m/ m/ m/5..7 / 4 m.0 m m/ m/ 8.5 m/ m/ m m m m m m m m m m m m 60.0 m/3.6.6 m.5 6 m /7.7 4 m/.6 4 m/ m 5 m/.5 5 m/ m/ m/.5 m m 6 m. m m 4.4 m 30.5 m. m m 4.4 m 30.5 m. m m 54.9 m 4.4 m/.0 m m/.0 m m/ 0.0 m m.0.0 m.0 m 4.4 m 30.5 m m m/ m/ 6.5 m/ m/ m m m m m/.0.7 m/ m/ m/.0 m m m m m m m m 4 m m m m m m/.. m m/ m/.9 m 6 m 70.0 m 5 m/. m 0.0 m 6 m 70.0 m. oom length m/ m m 4 oom length.0 5 m 30.5 m m.0 m m. m. m/ m 30.5 m Counterweight: 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 P6. 7

19 Fix e d J ib Lift ing Ca pa c it ie s (Wit hout M a in H ook ) Jib Offset Angle: oom length. m m m 30.5 m. m m m 30.5 m. m m m 30.5 m. m m oom length 4.4 m.0 m m/ m 4.9 m/ m/ m 7.7 m/ m m/ 9.9 m/ 0.0 m.7 m/ 0.9 m/.0 m.7 m/ m/ m 5.6 m/ 4.8 m/ m 6.6 m/ 7.7 m/ m m/ m m m 3 m m m / m m m 4 m / 4 m/6.3 m m/ m m 0.0 m.0 m m m m m/.4 m/4.7.4 m/ m 5 m/.4 5 m/ m m.4 6 m 5 m.4 m.4 6 m. m m 4.4 m 30.5 m. m m 4 oom length m 8.m/ 0.0 m.0 m m m m 4.4 m 30.5 m. m m m 30.5 m m/ m 0. m/ 0.0 m m/ m/ 4. m/ m/ 9.8 m/ 30.9 m/ 3.9 m/ 3 m m 3 m m m m 4 m m m m 5 m 5 m/ m m 6 m m/ m/ m 70.0 m 6 m/.3.3 m 60.0 m/..0 m m m m 6 m/ m m. oom length m 30.5 m Unit: metric ton Counterweight: 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 P6. 8

20 Luffing ow e r Work ing Ra nge s ower Length: 39.5m û m JI 65û 75 m JI 55û m JI 70 m JI 45û.9 m JI û 55 5û 5û 50 5û û 5 Height above ground.8m 80û 0 70û 5 60û 0 5.4m m Center of rotation Radius from center of rotation NOES: 9. 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 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, 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. ower Jib hoist reeving is 8 part line.

21 Luffing ow e r Work ing Ra nge s ower Length: m 44. m JI 00 75ﾟ 65ﾟ 4. m JI m JI 35. m JI 90 55ﾟ m JI 85 m JI 45ﾟ m JI 80.9 m JI 75 5ﾟ 5ﾟ.8m 70 5ﾟ ﾟ ﾟ 30 Height above ground ﾟ 0 70ﾟ 5 60ﾟ 0 5 of rotation.4m m Center Radius from center of rotation. 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

22 Luffing ow e r Lift ing Ca pa c it ie s Unit: metric ton Counterweight: t 30.4 m ower angle ower Length.9 m m ower angle 9.4 m 0.0 m m/0.0 m.0 m m m m m m m m m/ m/5. m 0.0 m 0.0 m.0 m m m m m m/ m m m.5 m/ m m/0.4 m m 30.6 m/9.4 m 3 m m/ 3 m 34.5 m/8.5 3 m 33.5 m/ m/7.7 3 m 3 m 3 m m 40.3 m/ 6.4 m 35.6 m/ m/7.7 4 m 33.4 m ower Length.9 m ower angle 43. m/6. 4 m 33.4 m ower Length ower Length m m ower angle 9.4 m 0.0 m m/0.0.0 m/0.0 m.0 m m m m m m m m m m/ m 0. m/4.8.5 m/ m.0 m m m m m m/ m/ m m m/ m 3. m/9.5 3 m m 9.4 m 3 m 3 m/8. m/ m/ m 4.8 m/6. m m 3.4 m/9.5 m 3 m 3 m 3. m/ 38. m/ 3 m/ 3 m m/ m 4 m m/ m 4 m 44.8 m/ m 39.6 m/ 4 m 30.4 m ower Length ower Length 47.7 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.

23 Unit: metric ton Counterweight: t 36.5 m ower angle.9 m ower Length m m m ower angle 9.4 m 9.4 m 0.0 m m/0.0.0 m/0.0.8m/0.0 m.0 m m m m m m m m m m/ m 0.0 m 0.7 m/4.4.0 m m/.8.0 m m m m m/ m m m m/0.3 m m/9.4 m/ m/ m/8.6 3 m 8. 3 m 3 m 7. 3 m 3 m 3 m/8. m 3.4 m/9. 3 m/ 0.0 m 3 m 3.m/ 34.m/ m/ m/5.6 m m/7. 4 m 43.3m/ m/ m 37.7 m/ m/7. m m/6. 4 m m 4 m 46.3 m/ 46.5 m/ 4 m m m 5 m 5. m/ 5 m 49. m/ m ower Length ower Length ower angle 39.5 m.9 m m ower Length m m 35. m ower angle 9.4 m 9.4 m 0.0 m m/0.0.0 m/0.0.8 m/0.0.0 m m/6.5.0 m m m m m m m m m 0.0 m. m/ m.0 m m/ m/ m m m/.9 m m m/ m m m m 9. m m/ m/7.4 3 m 3 m/ 7. 3 m 4. m/ 7.4 m 4.7m/ m/ m 4 m m/ 4 m 44.9 m/ m/ 4 m 4 m/ m 3 m 3. m/ 3 m 8. 3 m 3 m/ m/ m/8. m/9.4 4 m 3. m/ 38. m/ m/8.6 4 m/ 4 m/ m/4.7 m m/ m/4. 3 m 4 m m 50.8m/ m/ m m 5 m 3. 5 m 5 m 56.6 m/3. 5 m 5 m 5 m/3.5 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 P9 and P m ower Length ower Length

24 Counterweight: t Unit: metric ton.9 m ower angle ower Length m m ower angle 9.4 m 9.4 m m/0.0.0 m/0.0 m.0 m m m m m m m m m m 0.0 m 0.5 m/.8 m/.0 m m/.9.0 m m m m m/ m m m 7. m 3 m m/ m/9.5 m/ m m m/ m/ 3 m m m m 3 m 39.8 m/ 3 m/8. 3. m/ 40.6 m/5. m m/ 6. 4 m m/ m/4. 4 m 4 m m/ 4. 4 m 4 m 46.4 m/ m 4 m/3.9 m 3.5 m 5 m m/3.4 5 m ower Length ower angle 38.6 m/7. m 4.5 m m ower Length 35.m 38. m ower angle m m.8 m/0.0.0 m m/ m/3.6.0 m m m m 3.4 m m m m m 0.0 m m.0 m m m m/ m/.7.6 m m/. m m m m 8.5 m 3 m m m/7.4 3 m 34. m/4.7 m 3 m m/6.3 3 m m 4 m m 4 m 47. m/ 5. 4 m 4 m 49.m/ m/ m/3. m m/ m 5 m m 5 m 55. m/ m/.8 5 m 4.5 m/ m/ m/ 40. m/ m/4.7 4 m m m 60.0 m 58. m/ m m 3 m m 3 m 4.5 m ower Length 4.5 m ower Length 6. 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.

25 Counterweight: t Unit: metric ton.9 m m m m ower angle 9.4 m 9.4 m 0.0 m m/0.0.0 m/0.0.8m/0.0 m.0 m m m m m m m m m m 0.0 m.0 m/ m.0 m m/ m/ m m/.0 m m m/ m m m m m 5. m/ m/ 3m/7.4 3 m m 6.5 m 40.8 m/6.3 3 m 33. m/ 36. m/8. 3. m/ m/4.4 4 m 4 m/5.6 4 m 4 m 3 m/7..0 m 3 m 3 m/ 3 m m m 4 m 34.m/4.8 4 m/ m/ m/3.9 4 m/ m/3.3 4 m 49.7 m/ m/6. 4 m m 50.9 m/ m 5 m/.9 5 m 5 m.7 5 m 5 m 5 m/.6 5 m 5 m ower Length 45.6 m ower angle 35.m 4. m ower angle.5 m/ m/3.6 m m/0.7 m m m m m m m 0.0 m m.0 m m m m m.5 6. m/.4. m/ m m/9.8 m m m 3 m m 3 m m 6. 3 m.0 m m/ 5. m m/ m 4 m m m 4 m m m/ m m/ m/ m 5 m 5.6 m/ m 5 m m/ m 5 m m 60.0 m 59.7 m/ m/ m 4 m 4 m/ 4 m/3. m. 6 m 6.6 m/.0 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. 3 m/ m/3.5 m 37. m/4..0 m 3 m ower Length 38. m ower angle ower Length 45.6 m 45.6 m ower Length ower Length m 6 m 4

26 Counterweight: t Unit: metric ton.9 m ower angle m ower Length m ower angle 9.4 m 9.4 m 0.0 m m/0.0.0 m/0.0.8m/9.9 m.0 m m m m m m m m m m 0.0 m.5 m/ m.0 m m/ m m/.4.5 m/.8 m m m/ m m m 8.7 m 7. m 5. 3 m m/ m/7.4 3 m m/ 3 m m/6. 3 m m 4.9 m/ m 5. 4 m m 3 m 3 m/ 3 m/8. 3. m/.0 m 33. m/ m/7. 4 m/ m 45.8 m/3.4 4 m 44.8 m/ m m/ m/3. 34.m/4.8 3 m m/6. 4 m m/.7 m m/.6 m 5 m m/ m 5 m/ m 5 m. 5 m 60.0 m 5 m/ m 5 m ower angle 48.6 m ower Length 35. m 38. m 44. m ower angle.0 m.0 m.5 m/ m/3.6 m m/ m/ m m m m m m m 0.0 m m.0 m m m m m.5 m/ m m m/ m/ m m 3 m m 3 m m m 4.8 m/ m/ m/4.4 4 m m 3 m 37. m/ m/ m 7. 4 m m m m m/.4 m/ m 5 m 5 m/ m 5 m m/ 3. 5 m 5 m m/ m 60.0 m m/ m m.5 m 6 m 6.5 m/.4 6 m 4 m 45.6 m/ 48.5 m/4.7 4 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. m 40. m/3.5 ower Length 4. m m 48.6 m ower Length 48.6 m ower Length m 5

27 Counterweight: t Unit: metric ton.9 m m ower Length m m ower angle 9.4 m 0.0 m m/0.0.0 m/0.0.8m/8.6 m.0 m m m m m m m m m m 0.0 m m.0 m 3.6. m/ m/ m m/..5 m/.5 m m m/ m m m 8.7 m 7. m 3 m 5. 3 m 3 m 9.4 m 3 m/8.7 m/ m/.0 m 34. m/ 3 m/ m/ m/ 3 m m m 4 m 3 m m 4 m 4.9 m/5. 3 m/ m/ m 3. 4 m/4.8 4 m 40. m/ 3 m 34.m/ m/6. 4 m/ m/ m/ m/. m m/ m/. m 53.9 m/ m 5 m..0 5 m 5 m 5 m/.0 5 m ower Length 35. m 38. m 4. m.0 m.5 m/ m/3.6 m m/ m/ m m m m m m m 0.0 m m.0 m m m m m.5 7. m/ m m m 8. 3 m 3 m 9.8 m/ m/ m m m m m 4. m/4.9 m m m 40. m/ m/ m 4 m 4 m/ m/ 4 m m 4 m/ m 5 m m 5 m 54.7 m/ m/.8 5 m 5 m/ m 60.0 m m m 60.6 m/.4. m 4 m 4 m/ 5 m 4 m/3. 6 m 8.6 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 P9 and P0. m 8.5 m/ 37. m/4. ower angle.0 m 3 m 44. m 4 m 5 m ower Length m ower angle ower angle m ower Length m ower Length 63.5 m/.0 6 m 6

28 CLAM SH ELL Cla m she ll Ra t ings in m e t ric t ons for Work ing a re a oom Length A oom angle ( ) θ R.0. 0 m m ucket capacity Dumping Height Operating radius H 3. 0 m m 3 oom point height Rated load h (ton) 5. m 8. 3 m m oom Length A oom angle ( ) θ R m m m 3 oom point height Rated load H 3. 0 m 3 h (ton) 7. 4 m Work ing Ra nge s Cla m she ll uc k e t ucket capacity (m 3) R ucket clearance ucket capacity Dumping Height Operating radius 4. 4 m 3.9 m.0 m 3.5 m 3 m 3 m m 4.5 m 4.7 m 3 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) otal 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 h A 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 θ H 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

29 8

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

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

32 HYDRAULIC CRAWLER CRANE Standard Equipment Upper structure/lower structure Safety Device Counterweight: ton (total weight) 90 mm shoe crawlers atteries (36AH) rans-lifter ravel kit Gantry raising/lowering cylinder Electric hand throttle grip Variable boom hoist speed controller Variable main/aux. hoist speed controller Swing neutral-free/brake select switch Side deck for cab Step (equipped on left-side guard) Step (equipped on crawlers) Anti-slip sheet (mounted on the guard) wo front working lights Upper spreader storage guide ools (for routine maintenance) wo back mirrors Mirror for monitoring drums Over-load prevention device (w/ boom lowering slow stop function) Release prevention key for hook over-hoist prevention device Release prevention key for boom over-hoist prevention device Multi LCD alarm and gauge display Second over-hoist prevention device (boom angle limit stop) oom over-hoist auto-stop device (slow stop function) Hook over-hoist auto-stop 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 neutral-free/brake select switch Swing neutral-free/brake select switch with lock function Hydraulically safety valve (main, aux., boom hoist and propel) Signal horn Swing brake Swing lock pin (four-position pin-hole lock) Swing flashers/warning buzzer Cab/Control Air conditioner Luggage box Cup holder Ashtray Cigar lighter Intermittent wiper & window washer (skylight, front window and lower front window) Sun visor Ceiling blind inted 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., LD. No parts of this catalog may be reproduced in any manner without notice. Inquiries o: 7-, Higashigotanda -chome, Shinagawa-ku, okyo JAPAN el: Fax: K OELCO 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. 70-SPEC-AO 05090IF Printed in Japan Powered by CPDF (