38'-" (.6m) 550 HC long section 8 x () = 52'-3" (46.4m) 9 x () = 7'-3" (52.2m) Transition section Transition section long section 7 x 3'-7" (4.4m) = 95'-" (29m) 7 x 3'-7" (4.4m) = 95'-" (29m) 7 x 3'-7" (4.4m) = 95'-" (29m) 9 x 3'-7" (4.4m) = 22'-3" (37.3m) 0 x 3'-7" (4.4m) = 35'-0" (4.4m) TOWER CRANE MORROW 230 ft (70m) 550 HC standard tower sections tower sections 7'-7" 2.3m Outside to outside 8'-0" 2.45m Outside to outside 550 HC standard tower sections tower sections tower sections base section reinforced base reinforced base Configuration III Tower 229 ft (69.8m) tower sections base section reinforced base Configuration IV Tower 25 ft (65.6m) tower sections base section Configuration V Tower 88 ft (57.3m) NOTE! See hook height charts inside. 630 EC-H base section Configuration I /550 HC /630EC-H Tower 39 ft (97.m) Configuration II /550 HC Tower 297 ft (90.6m) FREESTANDING stationary Alternate tower configurations and rail travelling information available upon request. Revised 0606 Morrow Equipment
28'-9" 8.77m 4'-7".4m MORROW 74'-6" 22.7m NOTE! 80-ft (55m) to 230-ft (70m) jibs require installation of the 74'-6" (22.7m) counterjib. All jibs 58-ft (48.3m) or less require the 58'-" (7.7m) counterjib. 7'-0" (2.4m) hook position 97 ft (60m) 23 ft (65m) 230 ft (70m) 7,720 lbs 3 500 kg 9,040 lbs (4 00 kg) 6,60 lbs 3 000 kg NOTE! See hook height charts below. MORROW 80 ft (55m) 0,580 lbs (4 800 kg) 58'-" 7.7m 58 ft (48.3m) 3,00 lbs (5 900 kg) 42 ft (43.3m) 5,430 lbs (7 000 kg) 20 ft (36.7m) 9,400 lbs (8 800 kg) Jib Layout Hook Heights 550 HC/ () standard tower on 630 EC-H base section No. of Tower Elements Tower Element Type Configuration I 2.42m '-0" 0.3m 630 EC-H static concrete footing 8'-6" 2.6m 27'-" 8.5m rail-travelling undercarriage feet meters feet meters 630 EC-H BS 52 5.9 79 24.2 2 550 HC STS 7 2.7 98 30 3 550 HC STS 90 27.5 7 35.8 4 550 HC STS 09 33.3 36 4.6 5 550 HC STS 28 39. 55 47.4 6 550 HC STS 47 44.9 74 53.2 7 550 HC STS 67 50.7 93 59 8 550 HC STS 86 56.5 23 64.8 9 550 HC STS 205 62.3 232 70.6 0 Transition 224 68. 25 76.4 STS 237 72.2 264 80.5 2 STS 25 76.4 278 84.6 3 STS 264 80.6 29 88.8 4 STS 278 84.7 305 92.9 5 STS 292 88.8 38 97. 6 STS 305 93 332 0.2 7 STS 39 97. 346 05.3 04 ft (3.7m) 24,250 lbs ( 000 kg) 550 HC/ on () standard tower section No. of Tower Elements Tower Element Type Configuration II '-4" 0.4m 550 HC static concrete footing 8'-6" 2.6m 27'-" 8.5m rail-travelling undercarriage feet meters feet meters 550 HC STS 3 9.4 58 7.6 2 550 HC STS 50 5.2 77 23.4 3 550 HC STS 69 2 96 29.2 4 550 HC STS 88 26.8 5 35 5 550 HC STS 07 32.6 34 40.8 6 550 HC STS 26 38.4 53 46.6 7 550 HC STS 45 44.2 72 52.4 8 550 HC STS 64 50 9 58.2 9 550 HC STS 83 55.8 20 64 0 Transition 202 6.6 229 69.8 STS 26 65.8 242 73.9 2 STS 229 69.9 256 78 3 STS 243 74. 270 82.2 4 STS 257 78.2 283 86.4 5 STS 270 82.3 297 90.5 6 STS 284 86.5 30 94.6 7 STS 297 90.6 324,3 98.8,3
Hook Heights Configuration III Configuration IV on reinforced base section on reinforced base section 0" 0.26m 0" 0.26m 2.42m 2.42m No. of Tower Tower Element static concrete footing Elements Type feet meters RBS 52 5.9 2 RBS 93 28.4 3 BS 34 40.8 4 STS 47 44.9 5 STS 6 49. 6 STS 75 53.2 7 STS 88 57.3 8 STS 202 6.5 9 STS 25 65.6 0 STS 229 69.8 No. of Tower Tower Element static concrete footing Elements Type feet meters RBS 52 5.9 2 BS 93 28.4 3 STS 07 32.5 4 STS 20 36.6 5 STS 34 40.8 6 STS 47 44.9 7 STS 6 49. 8 STS 75 53.2 9 STS 88 57.3 0 STS 202 6.5 STS 25 65.6 Configuration V NOTE! Configuration is without top climbing unit. on standard base section 2.42m 2.42m 6'-3" 4.95m 2'-6" 3.8m 2 Lower top climbing unit to base of tower prior to operating crane. 3 No other crane operations permitted when travelling. 0" 0.26m 9'-8" 6m Alternate tower combinations are possible. Refer to Operation manual or contact Morrow for information. No. of Tower Elements Tower Element Type static concrete footing rail-travelling undercarriage feet meters feet meters BS 52 5.9 68 20.6 2 STS 66 20. 8 24.8 3 STS 79 24.2 95 28.9 4 STS 93 28.3 08 33 5 STS 07 32.5 22 37.2 6 STS 20 36.6 36 4.3 7 STS 34 40.8 49 45.5 8 STS 47 44.9 63 49.6 9 STS 6 49 76 53.7 0 STS 75 2 53.2 2 90 2 57.9 2 3 STS 88 2 57.3 2 Specifications subject to change without prior notice. For additional information, contact Morrow Equipment. 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 2-PART OPERATION Hook Maximum ft 60 70 80 90 04 0 20 30 42 50 58 70 80 90 97 23 230 Radius Capacity Radius m 8.3 2.3 24.4 27.4 3.7 33.5 36.7 39.6 43.3 45.7 48.3 5.8 55 58 60 65 70 230 ft 22,045 lbs 86 ft lbs 22,045 22,045 22,045 20,955 7,747 6,643 4,958 3,672 2,280,495 0,737 9,833 9,05 8,534 8,35 7,39 6,60 70m 0 000 kg 26.2m kg 0 000 0 000 0 000 9 505 8 050 7 549 6 785 6 20 5 570 5 24 4 870 4 460 4 30 3 87 3 690 3 320 3 000 23 ft 22,045 lbs 89 ft lbs 22,045 22,045 22,045 2,922 8,563 7,424 5,675 4,39 2,875 2,067,266 0,340 9,590 8,975 8,576 7,720 65m 0 000 kg 27.3m kg 0 000 0 000 0 000 9 943 8 420 7 903 7 0 6 495 5 840 5 474 5 0 4 690 4 350 4 07 3 890 3 500 97 ft 26,455 lbs 79 ft lbs 26,455 26,455 26,32 22,897 9,445 8,253 6,424 5,033 3,54 2,688,86 0,882 0,097 9,469 9,040 60m 2 000 kg 24.m kg 2 000 2 000 853 0 386 8 820 8 280 7 450 6 89 6 30 5 755 5 380 4 936 4 580 4 295 4 00 80 ft 26,455 lbs 82 ft lbs 26,455 26,455 26,455 23,944 20,305 9,06 7,74 5,72 4,54 3,274 2,42,402 0,580 55m 2 000 kg 25.0m kg 2 000 2 000 2 000 0 86 9 20 8 646 7 790 7 27 6 420 6 02 5 630 5 72 4 800 58 ft 26,455 lbs 85 ft lbs 26,455 26,455 26,455 24,987 2,29 9,932 7,957 6,435 4,85 3,904 3,00 48.3m 2 000 kg 26.0m kg 2 000 2 000 2 000 334 9 625 9 04 8 45 7 455 6 720 6 307 5 900 42 ft 26,455 lbs 88 ft lbs 26,455 26,455 26,455 25,979 22,068 20,737 8,695 7,24 5,430 43.3m 2 000 kg 26.9m kg 2 000 2 000 2 000 784 0 00 9 406 8 480 7 767 7 000 20 ft 26,455 lbs 9 ft lbs 26,455 26,455 26,455 26,455 22,906 2,522 9,400 36.7m 2 000 kg 27.8m kg 2 000 2 000 2 000 2 000 0 390 9 762 8 800 04 ft 26,455 lbs 96 ft lbs 26,455 26,455 26,455 26,455 24,250 3.7m 2 000 kg 29.3m kg 2 000 2 000 2 000 2 000 000 Capacity 24,000 lbs/0 885 kg 26,460 lbs (2 000 kg) 24,250 lbs 000 kg 2-PART OPERATION 2,000 lbs/9 525 kg 8,000 lbs/8 65 kg 22,050 lbs 0 000 kg 9,400 lbs 8 800 kg 5,000 lbs/6 805 kg 5,430 lbs 7 000 kg 3,00 lbs 5 900 kg 2,000 lbs/5 445 kg 9,000 lbs/4 080 kg 6,000 lbs/2 720 kg 0,580 lbs 4 800 kg 9,040 lbs 4 00 kg 7,720 lbs 3 500 kg 6,60 lbs 3 000 kg 3,000 lbs/ 360 kg 0 Hook Radius ft 60 70 80 90 04 20 30 42 58 70 80 97 23 230 m 8.3 2.3 24.4 27.4 3.7 36.7 39.6 43.3 48.3 5.8 55 60 65 70
Direction of jib 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. 2 Lower top climbing unit to upper tie-in assembly prior to operating crane. Centerline of Crane Tie-in Collar when climbing. () min. [See Note below.] [Site conditions Face of Structure Tie-in Struts dependent] TIE-IN ASSEMBLY with Tower Sections plan view Anchor Shoe (2) [Site conditions dependent] Connection plates (2) by contractor NOTE! The tie-in assembly shown is an example of a typical installation when using 290HC tower. Please note, however, that factors determining the installation of tie-in assemblies may vary due to project specific requiements. x + 3 x 3'-7" (4.4m) = 8'-6" (24.84m) min. 4 x 3'-7" (4.4m) = 54'-4" (6.56m) min. x + 7 x 3'-7" (4.4m) = 35'-0" (4.42m) max. 7 x 3'-7" (4.4m) = 95'-" (28.98m) max. 9 x 3'-7" (4.4m) = 22'-3" (37.26m) max. Hydraulic Top Climbing Unit 2 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 tied to structure
Foundation Details on concrete footing 8'-6" 2.6m 8'-0" (2.45m) outside to outside 550 HC tower section 8'-6" 2.6m 8'-0" (2.45m) outside to outside 550 HC tower section 7'-7" (2.3m) outside to outside tower section 630 EC-H base section 550 HC tower section base section Bolted Pinned Bolted Foundation anchors (4) 7'-3" o.c. 2.2m o.c. Foundation anchors (4) 7'-3" o.c. 2.2m o.c. Foundation anchors (4) 6'-6" o.c..98m o.c. 7'-3" o.c. 2.2m 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 2'-6" 3.8m 9'-8" 6m 6'-3" 4.95m 27'-" 8.5m 7'-3" o.c. 2.2m o.c. 6'-6" o.c..98m o.c. 0'-3" o.c. 3.m o.c. 9'-2" o.c. 2.8m o.c. 27'-" 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 2 Operation Manual.
Hoist Speed and Capacity Hoist Unit WiW 29 RX 040 2-Part Line 08 hp (80 kw) AC hoist unit 4-speed gearbox Electromagnetic gear shifting Eddy current brake 3L-275 Gear Capacity Hook Speed Capacity Hook Speed 2 3 4 up to 26,460 lbs @ 05 fpm up to 2 000 kg @ 32 m/min up to 5,650 lbs @ 200 fpm up to 7 00 kg @ 6 m/min up to 9,260 lbs @ 32 fpm up to 4 200 kg @ 95 m/min up to 4,520 lbs @ 555 fpm up to 2 050 kg @ 69 m/min NOTE! Capacities and line speeds indicated will vary depending on the amount of hoist rope installed. This crane model may be equipped with a hoist unit other than that specified in the data above. To verify, check the serial number of the crane and refer to the Liebherr Operation Manual for additional information. Motor Information Drive Unit Horsepower Kilowatts Speed Trolley 7.4 hp 5.5 kw 26 52 64 32 fpm 8 6 50 95 m/min Swing 2 x 6.7 hp 2 x 5 kw 0.7 rpm Travelling 2 x 0 hp 2 x 7.5 kw 98 fpm 30 m/min Power Requirements 480 V phase-phase, 277 V each phase to ground with 20 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 75-ft (22.7m) 58-ft (7.7m) Jib length 230-ft (70m) 23-ft (65m) 97-ft (60m) 80-ft (55m) 58-ft (48.3m) 42-ft (43.3m) 20-ft (36.7m) 04-ft (3.7m) No. of blocks 8A 6A + B 4A + 2B 3A + 2B 6A + B 5A + 2B 4A + 2B 4A Weight in lbs 39,680 lbs 32,960 lbs 26,240 lbs 2,270 lbs 32,960 lbs 3,200 lbs 26,240 lbs 9,840 lbs Weight in kg 8 000 kg 4 950 kg 900 kg 9 650 kg 4 950 kg 4 50 kg 900 kg 9 000 kg NOTE! Weight of the A Block is 4,960 lbs (2 250 kg). Weight of the B Block is 3,200 lbs ( 450 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 29 RX 040 installed. If another hoist unit is installed, refer to the Liebherr Operation Manual or contact Morrow Equipment for additional information. 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 29'-3" x 5'-5" x 6'-" 6,000 lbs 8.9m x.65m x.85m 2 720 kg L x W x H Jib Section ➀ 39'-0" x 6'-" x 6'-4" 6,950 lbs #6.89m x.85m x.92m 3 50 kg Slewing Assembly 20'-7" x 9'-0" x 8'-9" 20,300 lbs (Complete) 6.27m x 2.74m x 2.67m 9 20 kg Slewing Assembly 4'-8" x 9'-0" x 8'-9",930 lbs Upper Part 2 4.47m x 2.74m x 2.67m 5 40 kg Slewing Assembly 6'-6" x 9'-0" x 7'-9" 8,380 lbs Lower Part 3.98m x 2.74m x 2.36m 3 800 kg Hoist Unit with Frame 4 8'-6" x 5'-0" x 7'-0" 7,420 lbs 08 hp (80 kw) 2.6m x 4.83m x 2.3m 7 900 kg Counterjib Sect. 27'-9" x 5'-0" x 5'-7" 4,760 lbs Inner 8.46m x.77m x.7m 2 60 kg Counterjib Section 2 7'-2" x 5'-0" x 5'-7" 4,000 lbs Intermediate 5.23m x.77m x.7m 85 kg Counterjib Section 3 27'-7" x 8'-0" x 5'-7" 6,70 lbs Outer 8.4m x 2.44m x.7m 2 800 kg Counterjib 54'-9" x 8'-0" x 5'-7" 2,500 lbs A 5 6.7m x 2.44m x.7m 5 670 kg Counterjib 7'-2" x 8'-0" x 5'-7" 6,500 lbs B 6 2.7m x 2.44m x.7m 7 485 kg Counterweight 4'-4" x " x 8'-" 4,960 lbs Block A.32m x 0.28 x 2.46m 2 250 kg Counterweight 4'-4" x " x 5'-4" 3,200 lbs Block B.32m x 0.28 x.63m 450 kg Base Section x 7'-7" x 7'-7" 7,500 lbs 2.42m x 2.3m x 2.3m 7 940 kg Reinforced Base x 7'-7" x 7'-7" 6,400 lbs 290HC 2.42m x 2.3m x 2.3m 7 440 kg Long Tower Sect. x 7'-7" x 7'-7" 2,720 lbs 2.42m x 2.3m x 2.3m 5 770 kg Standard Tower Section 3'-7" x 7'-7" x 7'-7" 5,070 lbs 4.4m x 2.3m x 2.3m 2 300 kg Reinforced Tower Section 3'-7" x 7'-7" x 7'-7" 6,500 lbs 290HC 4.4m x 2.3m x 2.3m 2 950 kg Std Tower Section 20'-7" x 8'-0" x 8'-0" 4,290 lbs 550 HC 6.28m x 2.44m x 2.44m 6 480 kg Jib Section ➁ 39'-5" x 5'-4" x 6'-2" 4,870 lbs #62 2.02m x.63m x.87m 2 20 kg Jib Section ➂ 7'-7" x 5'-4" x 6'-2" 2,040 lbs #633 5.36m x.63m x.87m 925 kg Jib Section ➃ 34'-0" x 5'-4" x 6'-" 4,0 lbs #634 0.36m x.63m x.86m 865 kg Jib Section ➄ 39'-5" x 5'-5" x 6'-" 4,560 lbs #622 2.02m x.65m x.86m 2 070 kg Jib Section ➅ 23'-" x 5'-4" x 6'-" 2,240 lbs #632 7.03m x.63m x.86m 05 kg Jib Section ➆ 39'-5" x 5'-4" x 6'-" 2,840 lbs #63 2.02m x.63m x.86m 290 kg Jib Section ➇ 7'-4" x 6'-" x 6'-0" 730 lbs #64 2.24m x.85m x 2.08m 330 kg Jib Assembly 7 23'-0" x 6'-" x 6'-0" 32,40 lbs 230-ft (70m) ➀➁➂➃➄➅➆➇ 70.4m x.85m x 2.08m 4 700 kg Jib Assembly 7 24'-7" x 6'-" x 6'-0" 29,980 lbs 23-ft (65m) ➀➁➃➄➅➆➇ 65.4m x.85m x 2.08m 3 600 kg Jib Assembly 7 9 x 6'-" x 6'-0" 27,560 lbs 97-ft (60m) ➀➁➂➄➅➆➇ 60.4m x.85m x 2.08m 2 500 kg Jib Assembly 7 8'-9" x 6'-" x 6'-0" 24,690 lbs 80-ft (55m) ➀➁➄➅➆➇ 55.4m x.85m x 2.08m 200 kg Jib Assembly 7 59'-9" x 6'-" x 6'-0" 22,490 lbs 58-ft (48.3m) ➀➁➄➆➇ 48.7m x.85m x 2.08m 0 200 kg Jib Assembly 7 43'-8" x 6'-" x 6'-0" 2,60 lbs 42-ft (43.3m) ➀➁➄➅➇ 43.8m x.85m x 2.08m 9 800 kg Jib Assembly 7 2'-9" x 6'-" x 6'-0" 9,400 lbs 20-ft (36.7m) ➀➁➄➇ 37.m x.85m x 2.08m 8 800 kg Jib Assembly 7 05'-4" x 6'-" x 6'-0" 6,30 lbs 04-ft (3.7m) ➀➄➅➇ 32.m x.85m x 2.08m 7 400 kg Top Climbing Unit 27'-7" x 9'-2" x 8'-0" 6,530 lbs w/hydraulics 8.42m x 2.79m x 2.69m 7 500 kg Transition Section 20'-7" x 8'-5" x 8'-5" 3,050 lbs 550 HC 6.28m x 2.57m x 2.57m 5 920 kg Long Section 39'-8" x 8'-0" x 8'-0" 23,480 lbs 550 HC 2.m x 2.44m x 2.44m 0 650 kg Morrow Equipment C O M P A N Y, L. L. C. Base Section x 8'-0" x 8'-0" 3,970 lbs 630EC-H (B/P) 2.42m x 2.68m x 2.68m 4 500 kg NOTE! Weights and dimensions are approximate. Scale components before lifting. Consult Operation Manual before erecting, operating, servicing or dismantling crane. Includes operator cab, swing motors, slewing ring, ring support and 4 climbing shoes. Two climbing shoes are detachable; deduct 00 lbs (45 kg) each. Dimensions are without detachable climbing shoes. 2 Includes operator cab and swing motors. 3 Includes slewing ring, ring support and 4 climbing shoes. Two climbing shoes are detachable; deduct 00 lbs (45 kg) each. Dimensions above are without detachable climbing shoes. 4 Includes 08 hp (80 kw) hoist unit, electrical panel, wire rope and handrails. Typical installlation of 790 ft (240m) of wire rope weighs approximately,90 lbs (540 kg). 5 Includes counterjib sections #, #3, pendant bars and handrails. Counterjib A is required for jibs 58 ft (48.3m) and shorter. 6 Includes counterjib sections #, #2, #3, pendant bars and handrails. Counterjib B is required for jibs 80 ft (55m) and longer. 7 Includes jib sections, pendant bars, pendant bar connecting pins and plates, trolley drive unit, trolley wire rope and trolley with hook block. Trolley:,350 lbs (60 kg); Hook Block: 840 lbs (380 kg). 328 Pringle Road SE P O Box 3306 Salem, Oregon 97302-0306 USA 503 585 572 Fax 503 363 72 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 - 290HC - 0606