PEINER SK 415 - Tower Cranes

1 SK 415 Hammerhead Tower Crane22,025 44,050 lbs. (10 20 t)Lifting Capacity*PEINERSPECIFICATIONS simple, available and cost effective Machines shown may have optional ON GROUND BLOCKSPLAN VIEWCROSS26'-3"26'-3"TSV 21225'-11"SHOWN WITH (11) TS212 & (1) TSK Tower SECTIONS19'-4 1/4"TYPICALVERSION "A"STANDARD FOUNDATION73'-2"Available jib lengths and maximum capacities at maximum radii for 2-part line. Deduct 2'-7" from radii for 4-part line)L1114'-10"22,025#9'-10" 4'-10" (2) PART 7'-7" (4) PART33'-2"214'-7" Hook Height9'-10" (2) PART LINE12'-7" (4) PART LINEL2131'-3"22,025#L3147'-8"22,025#L416 4'-0"20,480#L5180'-5"17,180#L6196'-10"14 ,315#L7213'-3"11,670#L8229'-8"9,250#L924 6'-1"7,045# Tower TYPETS +TSK 21211 x TS 214'-7" **10 x TS 195'-3" 9 x TS 175'-10" 8 x TS 156'-6" 7 x TS 137'-2" 6 x TS 117'-10" 5 x TS 98'-5" 4 x TS 79'-1" 3 x TS 59'-9" 2 x TS 40'-5" HEIGHTft/mVersion "A"(With TSK 212 Section)The above uses standard FF 212 anchor TYPETSV 212/TS HEIGHTft/mCross and Rail Mount(Without TSK 212 Section)NOTE: ADD 6' 7" TO THE ABOVE HOOK HEIGHT IF TSK 212 SECTION IS UTILIZED.

2 C-L of hook to end of JibPLAN VIEWRAIL MOUNTBGTSK **Lower climbing unit if utilized.*Optional hoist winches allow maximum capacities to be increased to25,555 55,115 lbs. ( t) lifting capacity. Contact factory for x TS 208'-0" **10 x TS 188'-8" 9 x TS 169'-3" 8 x TS 149'-11" 7 x TS 130'-7" 6 x TS 111'-3" 5 x TS 91'-10" 4 x TS 72'-6" 3 x TS 53'-2" 2 x TS 33'-10" HEIGHTft/m1 x TSV 21210 x TS x TSV 2129 x TS x TSV 2128 x TS x TSV 2127 x TS x TSV 2126 x TS x TSV 2125 x TS x TSV 2124 x TS x TSV 2123 x TS x TSV 2122 x TS x TSV 2121 x TS '-6"/ **199'-2"/ '-9"/ '-5"/ '-1"/ '-9"/ '-4"/ '-0"/ '-8"/ '-3"/ HEIGHT TABLE TSK 212 section MUST be installed for any top climbing applications. Tower configurations based on 95 mph wind "A"(Without TSK 212 Section)simple, available and cost effective Machines shown may have optional CHARTS FOR 2-PART LINE (US / METRIC)2"A"7045925011670 14315 1718020480220252202522025"A" "B" "B"757065605550454035"C" "C" 5L4L3L2L1L9L8L7L6L5L4L3L2L1 (75m)(70m)(65m)(60m)(55m)(50m)(45m)(40m) (35m)

3 22025 22025 22025 22025 22025 22025 22025 21880 22025 22025 22025 21085 22025 22025 22025 20340 22025 22025 22025 22025 22025 22025 18975 21770 22025 22025 18350 21065 22025 22025 17755 20400 22025 22025 17195 19770 22025 22025 19170 21480 22025 16155 18605 20855 22025 15670 18060 20260 22025 15215 17545 19695 21575 14775 17055 19150 20990 16585 18635 20430 13955 16135 18140 19900 13575 15705 17665 19385 13210 15295 17215 18900 12855 14900 16780 18430 14520 16365 17980 12195 14160 15965 17545 11885 13810 15580 17130 11585 13475 15210 16735 11300 13150 14855 16350 12840 14510 10755 12540 14180 10495 12250 13865 10250 11970 13555 10010 11700 13260 "A"= Load at maximum radius (pounds)"C"= Radius with maximum load (feet)"A"= Load at maximum radius (metric tons)AVAILABLE JIB LENGTHS IN FEETAVAILABLE JIB LENGTHS IN METERS"C"= Radius with maximum load (meters)Hook Radius [ m.]

4 ]Hook Radius [ ft.]"B"= Maximum radius (meters)"B"= Maximum radius (feet)2-PART LINE WB 76-100/4F ~108 HP (76 kW) Hoist Winch(pounds / feet)(metric tons / meters)LOAD CHARTS FOR 4-PART LINE (US / METRIC)3"A"55057705101301277515635189402 24652665031715"A" "B" "B"746964595449443934"C" "C" [ft] [m]74(m)69(m)64(m)59(m)54(m)49(m)44(m)39 (m)34(m) JIB LENGTHS IN FEETAVAILABLE JIB LENGTHS IN METERS4-PART LINE WB 76-100/4F ~108 HP (76 kW) Hoist Winch(pounds / feet)(metric tons / meters)TECHNICAL DATA444013477003500220 6715400 7000275 8413200 6000138 422640012000177 542200010000 89 274400020000110 342760012500 55 175520025000FU 8-200/40 to 265 fpm / 0 to 80 m/min SR 10-190/3 0 to 100 fpm / 0 to 30m/minK WB 120/4 0 to 1 rpm 1 x HP / 1 x kW 4 x HP / 4 x kW L1 to L5 Jibs 2 x HP / 2 x kWL6 to L9 Jibs 3 x HP / 3 x kWSR WB 76-100/4F(108 HP)fpm lbs. fpm lbs. m/min kg m/min kgSTANDARD HOIST UNIT44013455002500220 6711000 5000275 8493004200138 4218600 8400177 5414700 7100 89 272940014200110 342200010000 55 174400020000 Maximun hook heights m820 ft (5 Layers)410 ft (5 Layers)250 m125 mTotal motor output approx.

5 195 HPWithout SR 10-190/3 approx. 148 HPConnected Power 205 kVARecommended dedicated service: 440 - 480 VAC 3-Phase 250 amp service. Measured under nominal load at the turntable of the Tower crane . SR WB 122-125/4F(167 HP)fpm lbs. fpm kg m/min kgOPTIONAL HOIST UNITM aximun hook heights m984 ft (6 Layers)300 m492 ft (6 Layers)150 mTotal motor output approx. 260 HPWithout SR 10-190/3 approx. 212 HPConnected Power 290 kVASpeeds and power calculated using 480 VAC @ 60 and power calculated using 480 VAC @ 60 (BG) FOR SR WB 76-100/4F OR SR WB 122-125/4 FRecommended dedicated service: 440 - 480 VAC 3-Phase 300 amp service. Measured under nominal load at the turntable of the Tower crane . JIB LENGTH L1 L2 L3 L4 L5 L6 L7 L8L9 Lbs. 41010 41010 47845 47845 47845 5468054680 5468054680metric 6x6835 7x6835 7x6835 7x6835 8x6835 8x6835 8x6835 8x6835metric : Information contained in this specification sheet is of a general nature and Operators Manual should be consulted and adhered AND MEASURES 5*PEINERPEINERD escriptionDimensions ft.

6 / L. W. H. tons (metric)TS 212 and Anchor StoolsU821 Base Cross for TS212 & TowerTSV Tower Section for U821 crossTS 213 and Anchor StoolsTS 213 and Tower SectionTS 212 and Tower SectionTS 213 to TS212 Tower Transition SectionTSK 212 Tower SectionTSK 212 Tie-in CollarTS 212 Top Climbing Section (w / items inside)Turntable onlyw / 3 swing motorsTurntable Top portiononly w / 3 swing motorsTu r n t a b l e R a c e Bearing onlyTurntable Lower portiononly DA 212 Turntable Complete w/cabinand 3 swing motorsOperatos Cabin, Catwalkand Electric panelTowertop w / catwalk and ladder108 HP Machinery Deck w/o wire rope108 HP Machinery Deck w/ Rear portion of CounterjibFront portion of Counterjib108 HP Counterjib completeless wire ropeJib Section No. 1 w / Trolley machineryJib Section No. 2 Outer Jib Support "A" FrameJib Section No. 3 Jib Section No. 4 Jib Section No. 5 Jib Section No. 6 Jib Section No. 7 Jib Section No.

7 8 Jib Tip Section Single (outer) Trolley for2-Part Line Dual Load Block for 4-Part Line Double Trolley for 4-Part Line Single Load Block for 2-Part LineBG CounterweightIllustrationAssembled Components InformationLength and weight in pounds and metric tons* TS 213/212 Top Climbing Section (w / items inside)3'-2"2'-0"2'-0" '-5" 2'-2" 2'-2" '-7"9'-1"2'-9"17,100lbs. '-2"9'-10"10'-0"20,500lbs. '-68'-0"8'-0"9,950lbs. '-6"8'-0"8'-0"9,750lbs. '-6"8'-0"8'-0"9, '-0"9'-10"6'-8"6, '-2"10'-2"1'-7"3, '-3"11'-6"11'-6"25, '-3"11'-6"11'-6"25,850lbs. '-4"7'-8"6'-7"23, '-4"7'-8"4'-9"9, '-2"7'-2"0'-6"3, '-10"7'-8"1'-8"11, '-2"6'-9"8'-6"3, '-2"14'-2"12'-4"27, '-1"6'-5"6'-6"9, '-2"8'-5"5'-77, '-1"9'-2"6'-7"17, '-10"6'-8"5'-7"6, '-11"9'-2"6'-7"26, '-11"6'-6"7'-3"6, '-6"6'-6"7'-3"5, '-7"5'-5"4'-8" '-10"6'-6"7'-7"4, '-8"6'-6"6'-3"2, '-0"6'-6"6'-11"4, '-5"6'-6"6'-4"3, '-6"6'-6"6'-3"2, '-1"6'-6"6'-2"1, '-6"6'-8"4'-6" '-4"5'-9"6'-0"1, '-9"1'-0"4'-6"1, '-8"5'-9"6'-0"3, '-6"1'-0"4'-6"2,400lbs.

8 "0'-6"5'-1"6, *Any printed weights should be confirmed in the field and adjustments made to lifting equipment if required. Do not scale any information within this specification sheet.*The operators manual should be used for for crane assembly/disassembly. Sizes and weights shown herein are for general illustration and are approximate in scope. 108 HP Counterjib Complete (less Wirerope) 70' - 26,500 t 167 HP Counterjib Complete (less Wirerope) 70' - 29,000 t 22mm Wirerope weighs ~ lbs/ jib with one trolley, load block, and suspensioncables 75' - 18, jib for L1 114'-10/35m hook radius with suspension cables 42' - 7, jib for L2 131'-3/40m hook radius with suspension cables 60' - 9, jib for L3 147'-8/45m hook radius with suspension cables 76' - 12, jib for L4 164'-0/50m hook radius with suspension cables 95' - 14, jib for L5 180'-5/55m hook radius with suspension cables 111' - 15, jib for L6 196'-10/60m hook radius with suspension cables 129' - 17, jib for L7 213'-3/65m hook radius with suspension cables 145' - 17, jib for L8 229'-8/70m hook radius with suspension cables 163' - 19, jib for L9 246'-1/75m hook radius with suspension cables 180' - 21.

9 4 5 6 7 8 T 3 4 5 6 7 T 3 5 6 7 T 3 4 5 6 T 3 5 6 T 3 4 5 T 3 5 T 3 4 T 3 T 1 2TT-112-1 Terex Cranes , Inc. 2001 Litho in more information, product demonstration, or details on lease and rental plans,please contact your local Terex towers Raleigh StreetWilmington, NC 28412 USA(910) 395-8500 FAX: (910) 395-8547 E-mail: LOWESTTIE-INADDITIONAL TIE-INS168'-4" MAXIMUM48'-5" MINIMUM117'-9" MAXIMUMTWO TIE-INS SHOWN. USE SAME SPACINGRANGE FOR ADDITIONAL '-6" ' ' ' ' ' ' ' 'TYPICAL TS 212 Tower SECTION ONFOUNDATION STOOLS (ELEVATIONS) ' ' ' ' ' ' 'TIE-IN AT INTERIOR Tower PANEL POINTS ONLY.

10 DO NOT TIE-IN AT Tower CONNECTIONS. ' ' 'TYPICAL TS 212 Tower SECTIONONLY (ELEVATIONS) 'Out to ' SquareSystem 'MAXIMUM 165'-6" OVERHANG ABOVE UPPERMOST TIE-INTOP CLIMBINGUSEFUL ERECTION INFORMATION6 DETAIL PLAN VIEWOF TIE-IN TO BUILDING14'-2 5/16"22'-11 1/2"11'-5 3/4"11'-5 3/4"5'-5 15/16"CL LINE CRANECL LINE CRANE19'-8 1/4"19'-4 1/4"TYPICALTS '-7"TSK212 TSK 212 Tower be installed forany top climbing applications. 7'-11 1/2"Max Out to Out9'-6 3/16"System Line7'-9 1/2"Max Out to OutTS VIEW7'-0 5/8"System LineAt BoltGroup~39'-9" W/Cylindr RetractedTS ' - 0"2' - 0"TS 212 ANCHOR DETAIL3' - 2 1/4"2' - 5 5/8"8-5/8"PLAN VIEWELEVATION VIEWMin. climb down distance 10'-10"Items in this specification sheet are not to :Ensure that the webs of both the anchor stoolsand the Tower sections are orientated as picturedin relation to the face of the structure and the tie-incollar/strut assembly. crane climb down and tie-inorientation is fully dependent on this.