38'-" (.6m) 8 x () = 5'-3" (46.4m) 9 x () = 7'-3" (5.m) 3'-7" 4.4m Transition section Transition section long section 7 x 3'-7" (4.4m) = 95'-" (9m) 7 x 3'-7" (4.4m) = 95'-" (9m) 7 x 3'-7" (4.4m) = 95'-" (9m) 8 x 3'-7" (4.4m) = 08'-8" (33.m) 0 x 3'-7" (4.4m) = 35'-0" (4.4m) 36 EC-H T O W E R C R A N E MORROW 30 ft (70m) Standard 550 HC tower sections tower sections 7'-7".3m 8'-0".45m 550HC long section Standard 550 HC tower sections tower sections tower sections base section base section reinforced base Configuration III Tower 5 ft (68.6m) tower sections base section reinforced base Reinforced section Configuration IV Tower ft (64.5m) tower sections base section Configuration V Tower 84 ft (56.m) NOTE! See hook height charts inside. 630 EC-H base section Configuration I /550 HC /630EC-H Tower 35 ft (96m) Configuration II /550 HC Tower 93 ft (89.4m) FREESTANDING stationary Alternate tower configurations and rail travelling information available upon request. Revised 0506 Morrow Equipment
MORROW 8'-0" 8.8m 9'-0" 3m 76'-" 3.m 6'-9" 5.m 8'-6" (.6m) hook position 30 ft (70m) 6,60 lbs (3 000 kg) NOTE! 80-ft (55m) to 30-ft (70m) jibs require installation of the 76'-" (3.m) counterjib. All jibs 64-ft (50m) or less require the 59'-8" (8.m) counterjib. 3 ft (65m) 7,70 lbs (3 500 kg) Information regarding alternate tower configurations, counterweights, central ballast, foundation details, dimensions, reaction forces, slab opening requirements, etc. is available on request. 97 ft (60m) 9,040 lbs (4 00 kg) 80 ft (55m) 0,580 lbs (4 800 kg) 59'-8" 8.m 64 ft (50m),350 lbs (5 600 kg) 48 ft (45m) 4,330 lbs (6 500 kg) 3 ft (40m) 6,760 lbs (7 600 kg) Jib Layout Hook Heights 550 HC and tower sections on 630 EC-H base section No. of Tower Elements Tower Element Type Configuration I.4m '-0" 0.3m 630 EC-H static concrete footing 8'-6".6m 7'-" 8.5m rail-travelling undercarriage feet meters feet meters 630EC-H BS 48 4.7 76 3 550HC STS 67 0.5 95 8.8 3 550HC STS 86 6.3 4 34.6 4 550HC STS 05 3. 33 40.4 5 550HC STS 5 37.9 5 46. 6 550HC STS 44 43.7 7 5 7 550HC STS 63 49.5 90 57.8 8 550HC STS 8 55.3 09 63.6 9 550HC STS 0 6. 8 69.4 0 Transition 0 66.9 47 75. 90HC STS 33 7. 60 79.4 90HC STS 47 75. 74 83.5 3 90HC STS 60 79.4 88 87.6 4 90HC STS 74 83.5 30 9.8 5 90HC STS 88 87.6 35 95.9 6 90HC STS 30 9.8 38 00. 7 3 90HC STS 35 96 550 HC and tower sections on () 550 HC standard tower section No. of Tower Elements Tower Element Type Configuration II '-4" 0.4m 550 HC static concrete footing 8'-6".6m 7'-" 8.5m rail-travelling undercarriage feet meters feet meters 550HC STS 7 8.3 54 6.4 550HC STS 46 4. 73. 3 550HC STS 65 9.9 9 8 4 550HC STS 84 5.7 33.8 5 550HC STS 03 3.5 30 39.6 6 550HC STS 37.3 49 45.4 7 550HC STS 4 43. 68 5. 8 550HC STS 6 48.9 87 57 9 550HC STS 80 54.7 06 6.8 0 Transition 99 60.5 5 68.6 90HC STS 64.7 39 7.7 90HC STS 6 68.8 5 76.9 3 90HC STS 39 7.9 66 8 4 90HC STS 53 77. 79 85. 5 90HC STS 67 8. 93 89.3 6 90HC STS 80 85.4 307 93.4 7 3 90HC STS 93 89.4 30,4 97.6,4
Hook Heights Configuration III Configuration IV on reinforced base section 8'-".5m on reinforced base section 8'-".5m 0" 0.6m 0" 0.6m.4m.4m No. of Tower Tower Element static concrete footing Elements Type feet meters 90HC RBS 48 4.7 90HC BS 89 7. 3 90HC BS 30 39.6 4 90HC STS 43 43.7 5 90HC STS 57 47.9 6 90HC STS 7 5 7 90HC STS 84 56. 8 90HC STS 98 60.3 9 90HC STS 64.5 0 90HC STS 5 68.6 No. of Tower Tower Element static concrete footing Elements Type feet meters 90HC RBS 48 4.7 90HC BS 89 7. 3 90HC RTS 03 3.3 4 90HC STS 6 35.4 5 90HC STS 30 39.6 6 90HC STS 43 43.7 7 90HC STS 57 47.9 8 90HC STS 7 5 9 90HC STS 84 56. 0 90HC STS 98 60.3 90HC STS 64.5 on standard base section No. of Tower Elements Tower Element Type Configuration V.4m 0" 0.6m static concrete footing 8'-".5m.4m 6'-3" 4.95m 9'-8" 6m '-6" 3.8m rail-travellingundercarriage feet meters feet meters 90HC BS 48 4.7 64 9.4 90HC STS 6 8.9 77 3.6 3 90HC STS 75 3 9 7.7 4 90HC STS 89 7. 05 3.9 5 90HC STS 03 3.3 8 36 6 90HC STS 6 35.4 3 40. 7 90HC STS 30 39.6 45 44.3 8 90HC STS 43 43.7 59 48.4 9 90HC STS 57 47.9 73 5.6 0 90HC STS 7 5 86,4 56.7,4 3 90HC STS 84 56. Specifications subject to change without prior notice. For additional information, contact Morrow Equipment. NOTE! Configuration is without top climbing unit. Lower top climbing unit to base of tower prior to operating crane. 3 Wind restrictions apply: Crane must not be operated at this hook height if wind speed exceeds 40 mph (64 kph). 4 No other crane operations permitted when travelling. Alternate tower combinations are possible. Refer to Operation manual or contact Morrow for information. Consult crane Operation Manual before erecting, operating, servicing or dismantling crane. NOTE! Recommended slab opening for erection and dismantlement. For other factors including deflection, contact Morrow engineering. 0'-0" x 0'-0" 3.05m x 3.05m SLAB OPENING Recommended
Radius and Capacities Hook Jib Tip Maximum ft 66 7 8 9 0 3 48 64 80 97 3 30 Radius Radius Capacity Radius m 0 5 8 3 34 37 40 45 50 55 60 65 70 30 ft 34'-" 6,460 lbs 73 ft lbs 6,460 6,460 3,40 0,590 8,30 6,470 4,900 3,580,770 0,30 9,50 8,60 7,30 6,60 70m 7.6m 000 kg.4m kg 000 000 0 60 9 340 8 30 7 470 6 760 6 60 5 340 4 680 4 50 3 700 3 30 3000 -Part Line 3 ft 8'-6" 6,460 lbs 76 ft lbs 6,460 6,460 4,450,50 9,60 7,0 5,590 4,0,30 0,80 9,60 8,580 7,70 65m 66.6m 000 kg 3.3m kg 000 000 090 9 760 8 690 7 80 7 070 6 450 5 590 4 90 4 360 3 890 3 500 97 ft 0'-" 6,460 lbs 80 ft lbs 6,460 6,460 5,570,50 0,040 8,030 6,340 4,900,940,380 0,00 9,040 60m 6.6m 000 kg 4.3m kg 000 000 600 0 0 9 090 8 80 7 40 6 760 5 870 5 60 4 580 4 00 80 ft 85'-8" 6,460 lbs 83 ft lbs 6,460 6,460 6,460 3,460 0,900 8,80 7,060 5,560 3,540,900 0,580 55m 56.6m 000 kg 5.m kg 000 000 000 0 640 9 480 8 530 7 740 7 060 6 40 5 400 4 800 64 ft 69'-4" 6,460 lbs 85 ft lbs 6,460 6,460 6,460 4,50,60 9,440 7,640 6,0 4,00,350 50m 5.6m 000 kg 5.9m kg 000 000 000 000 9 800 8 80 8 000 7 30 6 360 5 600 48 ft 5'-" 6,460 lbs 87 ft lbs 6,460 6,460 6,460 4,760,070 9,860 8,030 6,470 4,330 45m 46.6m 000 kg 6.4m kg 000 000 000 30 0 00 9 00 8 80 7 470 6 500 3 ft 36'-6" 6,460 lbs 88 ft lbs 6,460 6,460 6,460 5,50,440 0,0 8,340 6,760 40m 4.6m 000 kg 6.8m kg 000 000 000 40 0 80 9 70 8 30 7 600 Capacity 6,460 lbs ( 000 kg) 4,000 lbs/0 890 kg,000 lbs/9 530 kg -Part Line 8,000 lbs/8 60 kg 6,760 lbs 7 600 kg 5,000 lbs/6 800 kg 4,330 lbs 6 500 kg,000 lbs/5 450 kg 9,000 lbs/4 080 kg 6,000 lbs/ 70 kg,350 lbs 5 600 kg 0,580 lbs 4 800 kg 9,040 lbs 4 00 kg 7,70 lbs 3 500 kg 6,60 lbs 3 000 kg 3,000 lbs/ 360 kg 0 Hook Radius 60 70 80 90 00 0 0 3 48 64 80 97 3 30 ft 8.3.3 4.4 7.4 30.5 33.5 36.6 40 45 50 55 60 65 70 m
Direction of jib 36 EC-H Tie-in Details MORROW NOTE! For information regarding bottom climbing inside of structure, please contact Morrow. NOTE! Restrictions apply; please consult Operations Manual or Morrow engineering. For hook heights below 330 ft (00m), a maximum of 9 tower sections may be installed above uppermost tie-in location. If hook height exceeds 330 ft (00m), a maximum of 8 tower sections may be installed. Lower top climbing unit to upper tie-in assembly prior to operating crane. Centerline of crane Tie-in collar when climbing. 8'-" (.5m) minimum [See Note below.] [Site conditions Face of structure Tie-in struts dependent] TIE-IN ASSEMBLY with Tower Sections plan view Anchor shoe () [Site conditions dependent] Connection plates () by contractor NOTE! The tie-in assembly shown is an example of a typical installation when using 90HC tower. Please note, however, that factors determining the installation of tie-in assemblies may vary due to project specific requiements. 4 x 3'-7" (4.4m) = 54'-4" (6.6m) min. 9 x 3'-7" (4.4m) = '-3" (37.3m) max. 7 x 3'-7" (4.4m) = 95'-" (9m) max. x + x 3'-7" (4.4m) = 67'-" (0.7m) min. x + 7 x 3'-7" (4.4m) = 35'-0" (4.4m) max. Hydraulic Top Climbing Unit Tie-In Assembly Tie-In Assembly Verify all dimensions. Contact Morrow for additional information regarding dimensions, alternate tower configurations, reactions forces, tie-in installation and slab opening requirements. Consult Operations Manual before erecting, operating, servicing or dismantling crane. TOP CLIMBING with Tower Sections tied to structure
Foundation Details on concrete footing 8'-6".6m 8'-0" (.45m) 550 HC tower section 8'-6".6m 8'-0" (.45m) 550 HC tower section 8'-".5m 7'-7" (.3m) tower section 630 EC-H base section 550 HC tower section base section Bolted Pinned Bolted Foundation anchors (4) 7'-3" o.c..m o.c. Foundation anchors (4) 7'-3" o.c..m o.c. Foundation anchors (4) 6'-6" o.c..98m o.c. 7'-3" o.c..m o.c. 0'-3" o.c. 3.m o.c. with 630 EC-H Tower with 550 HC Tower with Tower Undercarriage Details on rail-travelling undercarriage '-6" 3.8m 9'-8" 6m 6'-3" 4.95m 7'-" 8.5m 7'-3" o.c..m o.c. 6'-6" o.c..98m o.c. 0'-3" o.c. 3.m o.c. 9'-" o.c..8m o.c. 7'-" 8.5m 9'-8" 6m Rail gauge Rail gauge Rail gauge 630 EC-H 550 HC NOTE! For information regarding rail-travelling, static undercarriages and centralballast configurations, see 36 EC-H Operation Manual.
Hoist Speed and Capacity Hoist Unit WiW 9 JX 40 -Part Line 08 hp (80 kw) AC hoist unit 3-speed gearbox Electromagnetic gear shifting Eddy current brake 8L-4 Gear Capacity Hook Speed Capacity Hook Speed 3 up to 6,460 lbs @ 8 fpm up to 000 kg @ 36 m/min up to 9,60 lbs @ 89 fpm up to 4 00 kg @ 88 m/min up to 3,090 lbs @ 640 fpm up to 400 kg @ 95 m/min IMPORTANT! Capacities and line speeds indicated will vary depending on the amount of hoist wire rope installed. This crane model may be equipped with a hoist unit other than that specified in the data shown above. To verify, check serial number and refer to 36 EC-H Operation Manual for additional information. Motor Information Drive Unit Horsepower Kilowatts Speed Trolley (VFD) 4.7 hp kw 0-377 fpm 0-5 m/min Swing (fluid coupling) x 8.4 hp x 6.3 kw 0.7 rpm Travelling (fluid coupling) x 0 hp x 7.5 kw 8 fpm 5 m/min Power Requirements 480 V phase-phase, 77 V each phase to ground with 0 phase shift between phases. Do not use an Open-Delta supply. 3-phase, 60 Hz power supply plus ground wire. Static: 70 Amperes Travelling: 95 Amperes (when using a travelling undercarriage. If alternate undercarriage is used, contact Morrow for power requirements.) Counterweights * Counterjib 76-ft (3.m) 60-ft (8.m) Jib length 30-ft (70m) 3-ft (65m) 97-ft (60m) 80-ft (55m) 64-ft (50m) 48-ft (45m) 3-ft (40m) No. of blocks 7A + B 6A + B 7A 6A 8A + B 6A + B 6A + B Weight in lbs 46,40 lbs 4,450 lbs 40,00 lbs 35,050 lbs 48,70 lbs 4,450 lbs 38,50 lbs Weight in kg 050 kg 8 800 kg 8 50 kg 5 900 kg 850 kg 8 800 kg 7 350 kg NOTE! Weight of the A Block is 4,960 lbs ( 50 kg); the B Block is 3,00 lbs ( 450 kg) and the D Block is 5,90 lbs ( 400 kg). Counterweights must be installed from rear to front, i.e. towards the tower. It is recommended that the weight of each counterweight be verified before installation. Counterweight figures displayed in the chart above are for crane with hoist unit WiW 9 JX 40 installed. If another hoist unit is installed, refer to the Liebherr 36 EC-H Operation Manual or contact Morrow Equipment for additional information. * IMPORTANT! One () D Block must be installed beneath the hoist unit frame of the counterjib. Specifications subject to change without prior notice. For additional information, contact Morrow Equipment.
Description Dimensions Weight Description Dimensions Weight L x W x H Tower Top 9'-9" x 5'-9" x 6'-4" 6,70 lbs 9.05m x.76m x.94m 800 kg L x W x H Jib Section ➀ 7 40'-3" x 6'-" x 6'-5" 7,050 lbs C05.00.6..6m x.86m x.96m 3 00 kg Slewing Assembly 8'-0" x 9'-0" x 9'-",490 lbs (Complete) 5.49m x.74m x.8m 0 00 kg Slewing Assembly 4'-" x 9'-0" x 9'-" 4,550 lbs Upper Part 4.54m x.74m x.8m 6 600 kg Slewing Assembly 3'-9" x 9'-0" x 7'-9" 7,940 lbs Lower Part 3.5m x.74m x.36m 3 600 kg Hoist Unit 4 9'-5" x 7'-3" x 6'-9" 8,600 lbs 08 hp (80 kw).88m x.m x.07m 3 900 kg Counterjib H 54'-9" x 8'-0" x 5'-7" 7,40 lbs A 5 L W 6.7m x.45m x.7m 7 900 kg Counterjib 7'-" x 8'-0" x 5'-7",380 lbs H B 6 L W.7m x.45m x.7m 9 700 kg Counterweight Block A 4'-4" x " x 8'-4" 4,960 lbs with frame.3m x 0.8m x.54m 50 kg Counterweight Block B 4'-4" x " x 5'-5" 3,00 lbs with frame.3m x 0.8m x.65m 450 kg Base Section x 7'-7" x 7'-7" 7,500 lbs 90HC.4m x.3m x.3m 7 940 kg Long Tower Sect. x 7'-7" x 7'-7",70 lbs 90HC.4m x.3m x.3m 5 770 kg Standard Tower Section 3'-7" x 7'-7" x 7'-7" 5,070 lbs 90HC 4.4m x.3m x.3m 300 kg Reinforced Base x 7'-7" x 7'-7" 6,400 lbs 90HC.4m x.3m x.3m 7 440 kg Reinforced Tower Section 3'-7" x 7'-7" x 7'-7" 6,500 lbs 90HC 4.4m x.3m x.3m 950 kg Std Tower Section 0'-7" x 8'-0" x 8'-0" 4,90 lbs 550HC 6.8m x.45m x.45m 6 480 kg Long Tower Section 39'-8" x 8'-0" x 8'-0" 3,480 lbs 550HC.m x.45m x.45m 0 650 kg Base Section x 8'-0" x 8'-0" 3,970 lbs 630EC-H (B/P).4m x.68m x.68m 4 500 kg Jib Section ➁➂ 7 33'-7" x 5'-5" x 6'-" 4,450 lbs #6 0.6m x.65m x.88m 880 kg Jib Section ➃ 7 40'-4" x 5'-5" x 6'-" 4,980 lbs C05.03.63..8m x.65m x.87m 60 kg Jib Section ➄ 7 7'-5" x 5'-5" x 6'-",80 lbs #63 5.3m x.65m x.87m 80 kg Jib Section ➅ 7 33'-8" x 5'-5" x 6'-",690 lbs #633 0.7m x.65m x.87m 0 kg Jib Section ➈ 7 7'-3" x 5'-5" x 6'-0",0 lbs #635 5.5m x.65m x.84m 50 kg Jib Section ➆ 7 33'-7" x 5'-5" x 6'-0",760 lbs #634 0.6m x.65m x.84m 800 kg Jib Section ➇ 7 5'-7." x 6'-" x 6'-9" 630 lbs #64.7m x.88m x.05m 85 kg Jib Assembly 8 30'-4" x 6'-" x 6'-9" 34,70 lbs 30-ft (70m) ➀➁➂➃➄➅➆➇ 70.m x.88m x.05m 5 500 kg Jib Assembly 8 3'-" x 6'-" x 6'-9" 33,070 lbs 3-ft (65m) ➀➁➂➃➅➆➇ 65.m x.88m x.05m 5 000 kg Jib Assembly 8 97'-6" x 6'-" x 6'-9" 3,90 lbs ➀➁➂➃➄➅➇ 97-ft (60m) 60.m x.88m x.05m 4 600 kg Jib Assembly 8 8'-" x 6'-" x 6'-9" 9,760 lbs ➀➁➂➃➅➇ 80-ft (55m) 55.m x.88m x.05m 3 500 kg Jib Assembly 8 64'-8" x 6'-" x 6'-9" 6,30 lbs ➀➁➃➄➅➇ 64-ft (50m) 50.m x.88m x.05m 900 kg Jib Assembly 8 48'-4" x 6'-" x 6'-9" 4,470 lbs ➀➁➃➅➇ 48-ft (45m) 45.m x.88m x.05m 00 kg Jib Assembly 8 3'-" x 6'-" x 6'-9",70 lbs ➀➁➃➄➇ 3-ft (40m) 40.m x.88m x.05m 0 00 kg Transition (P/B) 0'-7" x 8'-5" x 8'-5" 3,050 lbs 550HC/90HC 6.8m x.57m x.57m 5 90 kg Top Climbing Unit & 7'-7" x 9'-" x 8'-0" 6,530 lbs Hydraulics (90HC) 8.4m x.79m x.69m 7 500 kg NOTE! Weights and dimensions are approximate. Scale components before lifting. Consult Operation Manual before erecting, operating, servicing or dismantling crane. Slewing Assembly Complete includes cab, platforms, two swing motors, slewing ring with support and four non-detachable climbing shoes. Dimensions above are for climbing shoes in transport position. Slewing Assembly Upper Part includes operator s cab, platforms and two swing motors. 3 Slewing Assembly Lower Part includes slewing ring, slewing ring support and four non-detachable climbing shoes. Dimensions shown above are with climbing shoes in transport position. 4 Includes 08 hp (80 kw) hoist drive with empty rope drum, switchgear panels, and hoist unit frame. Typical installation of 790 ft (40m) of wire rope weighs approximately,90 lbs (540 kg). 5 Counterjib A includes sections # (4,980 lbs/ 60 kg), #3 (6,880 lbs/3 0 kg), pendant bars, handrails and D block. Counterjib A is required for jibs 64 ft (50m) and shorter. D block is 5,90 lbs ( 400 kg). 6 Counterjib B includes sections #, # (3,40 lbs/ 550 kg), #3, pendant bars, handrails and D block. Counterjib B is required for jibs 80 ft (55m) and longer. D block weighs 5,90 lbs ( 400 kg). 7 Jib layout details provided in 36EC-H Operation Manual. IMPORTANT: Please verify all jib components PROIR to assembly and installation. 8 Jib Assemblies include jib sections, pendant bars, pendant bar connecting pins and plates, trolley drive unit, trolley wire rope, hook block and trolley. Morrow Equipment C O M P A N Y, L. L. C. 38 Pringle Road SE P O Box 3306 Salem, Oregon 9730-0306 USA 503 585 57 Fax 503 363 7 info@morrow.com www.morrow.com Atlanta, GA Myrtle Beach, SC Chicago, IL Denver, CO Honolulu, HI Houston, TX Los Angeles, CA Las Vegas, NV Millwood, NY St. Louis, MO San Francisco, CA Dallas, TX Seattle, WA Miami, FL Pensacola, FL Tampa, FL Washington, DC Sydney, Australia Brisbane, Australia Wellington, New Zealand Vancouver, BC, Canada Toronto, ON, Canada México DF, México Printed in the USA PDF MEC - 36ECH - 0506