sk 355-20 (6-pp) english
TRANSCRIPT
1
Hook HeightsNo. of Tower HeightTower Configuration Under Hook
Sections I
1 S60 19.3 5.9
2 S60 38.6 11.8
3 S60 to S35 Transition 58.0 17.7
4 S35 77.3 23.6
5 S35 96.7 29.5
6 S35 116.0 35.4
7 S35 135.4 41.3
8 S35 154.7 47.2
9 S35 174.1 53.1
10 S35 193.4 59.0
11 S35 212.8 64.9
12 S35 232.1 70.8
13 S35 251.5 76.7
14 S35* 270.8 82.6
Tower HeightConfiguration Under Hook
II
S35 19.0 5.8
S35 38.3 11.7
S35 57.7 17.6
S35 77.0 23.5
S35 96.4 29.4
S35 115.7 35.3
S35 135.1 41.2
S35 154.4 47.1
S35 173.8 53.0
S35 193.1 58.9
S35* 212.5 64.8
ft m ft m
Configuration I
snoitces rewot 06S .dtS
"9-'83 = "4-'91 x 2
m8.11 = m9.5 x 2
53S/06Snoitisnart
"4-'91
m9.5
x 11"4-'91
= )m9.5( "11-'212
)m9.46(
x 11"4-'91
= )m9.5( "11-'212
)m9.46(
199 ft (60.7m)
218 ft (66.4m)
180 ft (55.0m)
161 ft (49.1m)
123 ft (37.5m)
104 ft (31.7m)
9,700 lbs4 400 kg
11,700 lbs5 300 kg
14,100 lbs6 400 kg
16,800 lbs7 600kg
20,300 lbs9 200 kg
22,050 lbs10 000 kg
22,050 lbs10 000 kg
142 ft (43.3m)
Configuration II
FREESTANDINGStationary
snoitces rewot 53S dradnatS
snoitces rewot 53S dradnatS
Pecco SK 355-20TOWER CRANE
MEC-MKT-135010/22/20
7'-0 5/8"2150mm
Elevation
FOUNDATION DETAILSConcrete Slab
Plan View
Reinforcing steel
Tower section
Reinforcing steeleach way
Anchor stools (4)
"8/5 0-'7mm0512
225'-11"
68.86m
*Hydraulic TopClimbing Unit
72'-5" **
22.1m
9'-2" (2.8m)
= 53S x 9"2-'471
)m1.35(
10'-3" (3.1m) [2-part]
13'-6" (4.1m) [4-part]
8'-0"
2.4m
56'-1" **
17.1m
**NOTE: Jibs with a hook reach of 161ft (49.1m) and longer require the 72'-5" (22.1m) counterjib; for jibs with ahook reach of 142 ft (43.3m) orshorter, the 56'-1" (17.1m) counterjibis required.
"9-'82
m67.8
8'-0" (2.44m) [2-part]
11'-3" (3.43m) [4-part]
Tie-InAssembly
Tie-incollar
Tie-instruts
Face ofstructure
8'-6" min.
2.6m min.
TIE-IN ASSEMBLYPlan View
"6-'9]trap-2[ )m9.2( "2-'9]trap-4[ )m8.2(
NOTE: If hook height exceeds 330 ft (100m), the number oftower sections above the uppermost tie-in location MUST be re-duced by 1 tower section.
* Lower the top climbing unit to the uppermost tie-in prior to oper-ating crane at maximum hook height.
Consult Morrow Equipment for specific information regardingdimensions, tie-in locations, reaction forces and slab openings.
NOTE: The tie-in assembly shown to the left is an example of atypical installation. Please note, however, that factors determin-ing the installation of tie-in assemblies may vary due to projectspecific criteria. Contact Morrow for more information.
"5-'84.nim )m8.41( "9-'711.xam )m9.53(
"4-'861.xam )m3.15(
"01-'851*.xam )m4.84(
"4-'91
m9.5
.nim "0-'63
.nim m0.11
"11-'371
m0.35
BOTTOM CLIMBINGwith S35 Tower Sections
Inside Structure
TOP CLIMBINGwith S35 Tower Sections
Tied to Structure
Centerlineof crane
bij f o noi tceri D. gni b
mil c nehw➜
[Site conditions dependent]
]tnedneped snoitidnoc etiS[
Anchoringshoe (2)
9'-11 3
/4"
3040m
m
Concrete pads (4)
NOTE: When bottom climbing, the minimum distance betweenclimbing frames is determined by the number of tower sectionsinstalled above the uppermost frame and the length of the jibassembly installed.
Pecco SK 355-20
MEC-MKT-135010/22/20
2
Radius and Capacities
Hook Maximum ft 100 104 116 123 130 142 150 155 161 165 170 175 180 190 199 210 218Radius Capacity – Radius m 30.5 31.7 35.4 37.5 39.6 43.3 45.7 47.2 49.1 50.3 51.8 53.3 55.0 57.9 60.7 64.0 66.4
218 ft 22,050 lbs – 104 ft lbs 22,050 22,050 20,600 19,200 18,000 16,200 15,300 14,700 14,100 13,600 13,200 12,800 12,300 11,500 10,900 10,200 9,70066.4m 10 000 kg – 31.7m kg 10 000 10 000 9 340 8 710 8 160 7 350 6 940 6 670 6 400 6 170 5 990 5 810 5 580 5 220 4 940 4 630 4 400
199 ft 22,050 lbs – 115 ft lbs 22,050 22,050 21,900 20,600 19,300 17,500 16,400 15,800 15,100 14,700 14,200 13,700 13,200 12,400 11,70060.7m 10 000 kg – 35.3m kg 10 000 10 000 9 930 9 340 8 750 7 940 7 440 7 170 6 850 6 670 6 440 6 210 5 990 5 620 5 300
180 ft 22,050 lbs – 122 ft lbs 22,050 22,050 22,050 21,900 20,700 18,700 17,500 16,900 16,200 15,700 15,200 14,700 14,10055.0m 10 000 kg – 37.4m kg 10 000 10 000 10 000 9 930 9 390 8 480 7 940 7 670 7 350 7 120 6 890 6 670 6 400
161 ft 22,050 lbs – 128 ft lbs 22,050 22,050 22,050 22,050 21,600 19,500 18,400 17,700 16,80049.1m 10 000 kg – 39.0m kg 10 000 10 000 10 000 10 000 9 800 8 850 8 450 8 030 7 600
142 ft 22,050 lbs – 130 ft lbs 22,050 22,050 22,050 22,050 22,050 20,30043.3m 10 000 kg – 39.6m kg 10 000 10 000 10 000 10 000 10 000 9 200
123 ft 22,050 lbs – 123 ft lbs 22,050 22,050 22,050 22,05037.5m 10 000 kg – 37.5m kg 10 000 10 000 10 000 10 000
104 ft 22,050 lbs – 104 ft lbs 22,050 22,05031.7m 10 000 kg – 31.7m kg 10 000 10 000
2-Part Line
Jib Radius in feet 90 104 110 123 130 142 150 161 170 180 190 199 218in meters 27.4 31.7 33.5 37.5 39.6 43.3 45.7 49.1 51.8 55 57.9 60.7 66.4
Capacity
21,000 lbs/9 530 kg
18,000 lbs/8 160 kg
15,000 lbs/6 800 kg
12,000 lbs/5 440 kg
9,000 lbs/4 080 kg
6,000 lbs/2 720 kg
3,000 lbs/1 360 kg
0
2-Part Line
22,050 lbs10 000 kg
22,050 lbs10 000 kg
20,300 lbs9 200 kg
16,800 lbs7 600 kg
14,100 lbs6 400 kg
11,700 lbs5 300 kg
9,700 lbs4 400 kg
22,050 lbs (10 000 kg)
MEC-MKT-135010/22/20
Pecco SK 355-20
3
Radius and Capacities
Jib Radius in feet 50 60 70 80 90 101 110 120 130 139 150 158 177 196 215in meters 15.2 18.3 21.3 24.4 27.4 30.7 33.5 36.5 39.6 42.3 45.7 48.1 53.9 59.7 65.5
Hook Maximum ft 33 49 66 82 101 108 120 128 139 148 158 171 177 187 196 203 215Radius Capacity – Radius m 10.0 15.0 20.1 25.0 30.7 33.0 36.5 39.0 42.3 45.0 48.1 52.0 53.9 57.0 59.7 62.0 65.5
215 ft 44,100 lbs – 57 ft lbs 44,100 44,100 37,170 28,480 22,180 20,280 17,860 16,400 14,750 13,600 12,430 11,180 10,630 9,810 9,170 8,890 8,00065.5m 20 000 kg – 17.3m kg 20 000 20 000 16 860 12 920 10 060 9 200 8 100 7 440 6 690 6 170 5 640 5 070 4 820 4 450 4 160 3 940 3 600
196 ft 44,100 lbs – 60 ft lbs 44,100 44,100 42,170 39,700 23,790 21,500 19,200 17,660 15,920 14,680 13,450 12,130 11 530 10,670 9,90059.7m 20 000 kg – 18.3m kg 20 000 20 000 19 130 18 010 10 790 9 750 8 710 8 010 7 220 6 660 6 100 5 500 5 230 4 840 4 500
177 ft 44,100 lbs – 63 ft lbs 44,100 44,100 42,260 32,500 25,420 23,280 20,570 18,940 17,170 15,790 14,460 13,050 12,35053.9m 20 000 kg –19.3m kg 20 000 20 000 19 170 14 740 11 530 10 560 9 330 8 590 7 790 7 160 6 560 5 920 5 600
158 ft 44,100 lbs – 66 ft lbs 44,100 44,100 44,100 34,260 26,850 24,600 21,780 20,060 18,120 16,760 15,20048.1m 20 000 kg – 20.1m kg 20 000 20 000 20 000 15 540 12 180 11 160 9 880 9 100 8 220 7 600 6 900
139 ft 44,100 lbs – 69 ft lbs 44,100 44,100 44,100 35,740 28,020 25,710 22,750 20,970 18,74042.3m 20 000 kg – 20.9m kg 20 000 20 000 20 000 16 210 12 710 11 660 10 320 9 510 8 500
120 ft 44,100 lbs – 69 ft lbs 44,100 44,100 44,100 35,800 28,090 25,750 22,80036.5m 20 000 kg – 20.9m kg 20 000 20 000 20 000 16 240 12 740 11 680 10 400
101 ft 44,100 lbs – 69 ft lbs 44,100 44,100 44,100 35,820 28,10030.7m 20 000 kg – 20.9m kg 20 000 20 000 20 000 16 250 12 800
4-Part Line
Capacity
40,000 lbs/13 610 kg
35,000 lbs/11 340 kg
30,000 lbs/9 070 kg
25,000 lbs/6 800 kg
20,000 lbs/4 540 kg
15,000 lbs/2 260 kg
10,000 lbs/4 540 kg
5,000 lbs/2 270 kg
0
4-Part Line
44,100 lbs (20 000 kg)
28,100 lbs12 800 kg
22,800 lbs10 400 kg
18,740 lbs8 500 kg
15,200 lbs6 900 kg
12,350 lbs5 600 kg
9,900 lbs4 500 kg 8,000 lbs
3 600 kg
Pecco SK 355-20
MEC-MKT-135010/22/20
4
Hoist Speed and Capacity
Power Requirements
deepSsttawoliKrewopesroHtinU evirD
Trolley (2-part line) 12 hp 9 kW max. 320 fpm max. 96 m/min
Trolley (4-part line) 12 hp 9 kW max. 160 fpm max. 48 m/min
Swing 2 x 12 hp 2 x 9 kW 1.0 rpm
Motor Information
1234
eniL traP-2tinU tsioHGear Capacity Line Speed Capacity Line Speed105 hp (78 kW) AC hoist unit
4-speed gearboxRemote-controlled gear shiftingEddy current brake
2P1404P70
up to 22,050 lbs @ 110 fpm up to 10 000 kg @ 34 m/min
up to 15,600 lbs @ 178 fpm up to 7 100 kg @ 54 m/min
up to 9,260 lbs @ 280 fpm up to 4 200 kg @ 86 m/min
up to 5,500 lbs @ 440 fpm up to 2 500 kg @ 134 m/min
4-Part Lineup to 44,100 lbs @ 55 fpm up to 20 000 kg @ 17 m/min
up to 31,200 lbs @ 89 fpm up to 14 200 kg @ 27 m/min
up to 18,520 lbs @ 141 fpm up to 8 400 kg @ 43 m/min
up to 11,000 lbs @ 220 fpm up to 5 000 kg @ 67 m/min
1234
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 thatspecified in the data above. To verify, check the serial number of the crane and refer to the Pecco SK 355-20 Operation Manual for additional information.
MEC-MKT-135010/22/20
Pecco SK 355-20
5
Power supply: 3-phase 480 V, 60 Hz; 3-wire plus ground; no Neutral.480 V phase-phase, 277 V each phase to ground with 120° phase shift between phases.Service size: 250 Amperes (for 105 hp/78 kW AC hoist unit) or 300 Amperes (for 165 hp/122 kW AC hoist unit).
NOTES: 1. For electric power provided by an electric utility, do not use open Delta transformers.2. For electric power provided by a generator, the minimum generator size required is 350kW for 105 hp and 500kW for 165 hp. A properly sized generator is critical to the safe operation of the crane.
Specifications are subject to change without prior notice. Drawings shown in this datasheet are for illustrative purposes only. Refer to the SK 355-20 Instruction Manual. For additional information, contact MORROW. All rights are reserved.
Component List
Jib Section ➀ 38'-9" x 6'-2" x 6'-10" 10,000 lbs11.8m x 1.88m x 2.09m 4 540 kg
Jib Section ➁ 38'-9" x 6'-2" x 6'-3" 6,510 lbs11.8m x 1.88m x 1.91m 2 950 kg
Jib Section ➂ 38'-9" x 6'-2" x 6'-1" 5,500 lbs11.8m x 1.88m x 1.85m 2 495 kg
Jib Section ➃ 38'-9" x 6'-2" x 6'-1" 4,500 lbs11.8m x 1.88m x 1.85m 2 040 kg
Jib Section ➄ 20'-1" x 6'-2" x 6'-3" 2,500 lbs6.12m x 1.88m x 1.91m 1 135 kg
Jib Section ➅ 19'-9" x 6'-2" x 6'-1" 2,500 lbs6.02m x 1.88m x 1.85m 1 135 kg
Jib Section ➆ 19'-9" x 6'-2" x 6'-1" 2,500 lbs6.02m x 1.88m x 1.85m 1 135 kg
Jib Section ➇ 13'-5" x 6'-2" x 7'-1" 1,500 lbs4.1m x 1.88m x 2.15m 680 kg
Jib Assembly Part 1 6 76'-9" x 6'-2" x 6'-10" 24,120 lbsfor Jibs 123-ft to 218-ft 23.4m x 1.88m x 2.09m 10 940 kg
Jib Assembly Part 2 7 145'-8" x 6'-2" x 6'-3" 20,750 lbs218-ft gk 514 9m19.1 x m88.1 x m4.44)m4.66(
Jib Assembly Part 2 7 126'-9" x 6'-2" x 6'-1" 17,850 lbs199-ft gk 001 8m58.1 x m88.1 x m6.83)m7.06(
Jib Assembly Part 2 7 107'-10" x 6'-2" x 6'-1" 15,400 lbs180-ft gk 099 6m58.1 x m88.1 x m68.23)m0.55(
Jib Assembly Part 2 7 88'-10" x 6'-2" x 6'-1" 12,400 lbs161-ft gk 526 5m58.1 x m88.1 x m1.72)m1.94(
Jib Assembly Part 2 7 69'-11" x 6'-2" x 6'-1" 10,400 lbs142-ft gk 027 4m58.1 x m88.1 x m3.12)m3.34(
Jib Assembly Part 2 7 50'-11" x 6'-2" x 6'-1" 7,600 lbs123-ft gk 054 3m58.1 x m88.1 x m35.51)m5.73(
Jib Assembly (Complete) 8 107'-10" x 6'-4" x 7'-1" 26,920 lbs104-ft gk 012 21m51.2 x m29.1 x m68.23)m7.13(
Top Climbing Unit 29'-3" x 11'-6" x 11'-6" 24,750 lbsgk 032 11m5.3 x m5.3 x m9.8)53S( sciluardyH htiw
Hook Block 2'-11" x 1'-5" x 7'-5" 1,100 lbs0.74m x 0.33m x 1.79m 500 kg
thgieWnoitpircseDthgieWnoitpircseD DimensionsL x W x H
DimensionsL x W x H
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•• •• •
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➂➃➄➅➆➇
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➂➃➅➇
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➀➁➅➇
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➂➃➇
NOTE: Weights and dimensions are approximate. Scale components before lifting.1 Turntable Upper Part includes swing motors and slewing ring. Does not include slewing ring support and support frame.2 Turntable Lower Part includes slewing ring support and support frame. Does not include Upper Part, swing motors and slewing ring.3 Counterjibs A & B (Complete) include 105 hp (78 kW) hoist unit with frame, electrical panels and handrails. Does not include wire rope. Counterjib A (Counterjib Sections #1, #2 & #3) is
required for jibs 161 ft (49.1m) and longer; Counterjib B (Counterjib Sections #1 & #3) is required for jibs 142 ft (43.3m) and shorter.4 Counterjib Section #3 includes 105 hp (78 kW) hoist unit with frame, electrical panels and handrails. Does not include wire rope.5 Does not include wire rope.6 Jib Assembly Part 1 includes jib sections, pendant cables, jib A-frame, trolley drive unit, trolley wire rope, 2-part trolley (outer) and hook block. If 4-part application is used, weight increases by
2,730 lbs (1 240 kg) for additional trolley (inner) and hook block.7 Jib Assembly Part 2 includes jib sections and pendant cables.8 Jib Assembly (Complete) includes jib sections, pendant cables, trolley drive unit, trolley wire rope, 2-part trolley (outer) and hook block. If 4-part application is used, weight increases by 2,730 lbs
(1 240 kg) for additional trolley (inner) and hook block.
H
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Tower Top 29'-11" x 7'-3" x 8'-11" 8,600 lbs9.12m x 2.2m x 2.72m 3 900 kg
Turntable (Complete) 10'-7" x 10'-1" x 12'-3" 26,455 lbsgk 000 21m37.3 x m80.3 x m32.3traP rewoL & reppU
Turntable 10'-7" x 7'-5" x 7'-1" 12,635 lbsUpper Part 1 3.23m x 2.25m x 2.16m 5 730 kg
Turntable 8'-8" x 10'-1" x 5'-2" 13,820 lbsLower Part 2 2.65m x 3.08m x 1.57m 6 270 kg
Operator’s Cab 5'-7" x 3'-11" x 8'-6" 900 lbs1.7m x 1.2m x 2.6m 410 kg
Cab Access Platform 12'-8" x 5'-7" x 2'-9" 1,000 lbs3.85m x 1.7m x 0.85m 454 kg
Tower Section 19'-5" x 7'-10" x 8'-0" 8,900 lbsgk 040 4m44.2 x m4.2 x m29.553S
Transition Section 19'-5" x 7'-11" x 7'-11" 9,930 lbsgk 005 4m14.2 x m14.2 x m29.553S ot 06S
Tower Section 19'-5" x 7'-11" x 7'-11" 9,930 lbsgk 005 4m14.2 x m14.2 x m29.506S
Counterjib A 3 70'-6" x 9'-6" x 8'-4" 23,370 lbsgk 006 01m55.2 x m9.2 x m5.12)etelpmoC(
Counterjib B 3 52'-6" x 9'-6" x 8'-4" 20,615 lbsgk 053 955.2 x m9.2 x m0.61)etelpmoC(
Counterjib Section #1 14'-9" x 6'-5" x 1'-10" 2,315 lbsgk 050 1m55.0 x m59.1 x m5.4)rennI(
Counterjib Section #2 18'-1" x 6'-5" x 1'-10" 2,755 lbsgk 052 1m55.0 x m59.1 x m5.5)etaidemretnI(
Counterjib Section #3 4 37'-9" x 9'-6" x 8'-4" 18,300 lbsgk 003 8m55.2 x m9.2 x m5.11)retuO(
Hoist Unit with Frame 5 9'-6" x 6'-3" x 3'-7" 7,190 lbs(105 hp gk 062 3m1.1 x m9.1 x m9.2)Wk 87/
Counterweight 14'-8" x 7.5" x 5'-1" 6,800 lbsgk 580 3m55.1 x m91.0 x m74.4A kcolB
Counterweight 9'-5" x 5.5" x 5'-1" 3,200 lbsgk 054 1m55.1 x m41.0 x m78.2B kcolB
2-Part Trolley 6'-3" x 7'-3" x 4'-7" 1,630 lbsgk 047m4.1 x m2.2 x m9.1)retuO(
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Pecco SK 355-20
6
MEC-MKT-1350 10/22/20
@MorrowEquipment: [email protected](503) 585 – 5721