Tower Crane LN 303 NC-B 6-62 NC-B 9-62 ECTS. 62,5 m. 0,3 m. 16 EC 53,2 m. Courtesy of Crane.Market

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1 Tower Crane ECTS NC- -, x, EC, N

2 ,,,8,,,,,,,,,,,,, a),,7,,,9 / / 7 9, / /, / 9 / 9, / /, / / 8 9, / 9 /, / / 9, / /, / / 7 a) Tower section or clibing tower section

3 Radius and capacity,,,,, (r =,9), 8 7,, (r =,), , (r =,), 9, (r =,), 9 (r =,), (r =,), (r =,), (r =,),,, (r =,), r,,,

4 Radius and capacity,,,,,, (r =,9), ,, (r =,), , (r =,), 9 9, (r =,), 9 9 9, (r =,), 7 7 7,8 (r =,), 9 7,7 (r =,), 9 7, (r =,),,, (r =,), r,,,,

5 Radius and capacity,,,,,9 8,,9 (r =,9), , 9, (r =,), , 9 9, 9 8, 7 9 9, 8, 88 9, 8, r, (r =,),8, 9 9, (r =,),8, 9, (r =,),8 7, 9 9, (r =,),8 8, 9, (r =,),8 8, 9 9, (r =,),8 8, 9, (r =,),8 8, , , Internal clibing,,,,9 Radius and tower height EC Shaft opening TST,, he he 7,8 TST D D,,9 Floor opening tower height he (in. ax.),7) 8,,,8) 7,,,9) 7,, 9,) 7,, ) 7,, 9 8 ),, ),,8,7 pcs 7, 9, Tower heights for tower configuration on foundation anchors. For Details please refer to the operating anual.

6 oisting height N EC7), ) ) ) 9, ) ) ), ) ) ), ) 9 7, 8,7 7 9,8,9, 8,,,,,, ) All hoisting heights inclusive clibing tower section EC ECTS ) ) ) x EC - TST-9c x EC TS-9c x EC TS-9c The hoisting heights in -fall operation have to be reduced by,. Tower sections EC ust be installed on the tower base. See operation anual for further details. ) x EC TS-9c 7) External clibing Tie-in position ) Nuber of tie-in s 8) Overhang9) ook height, 9,,,9 9,, 9, 9,,8 79,7 9, 9,, 9, 9, 8, 9, 78,,9 9,, 7, 9,,8,7 9,, 8, 9,,,,, 7,, 8, 7,,,, 8) Total nuber of tie-in s can be decreased by iebherr Tower Crane Solutions. Tower height above last tie-in frae. ) All data s calculated with EC. Optiization by using EC possible. 9)

7 Driving units stepless, kw FU WIW MZ /in /in /in layers 7, /, ax. 88, /, / 8, ) kw FU WIW MZ layers ), / / 7,, U/in. x, kw FU kva ), /in. kw FU kw FU 9,,, kw FU Further hoist load data: see instruction anual Packing ist Erection weights: see instruction anual. Upper part of crane Ite Qty. Slewing platfor with slewing ring and slewing ring support EC () Counter-jib Jib heel section Interediate jib section Interediate jib section,,,9,9,, 7 7,8,, 9,9,, 8,,,,,,,,,,,, 8 88 Interediate jib section Interediate jib section 9,8 8,8 Interediate jib section 7, () Cabin with platfor () 7

8 Ite Qty.,7,,,,,7,,,7,,7,8,,,78 8,,,79,,,9,9,9,,9,7,8,99,,,,7,8,,7,8,,,,9,, 8 8,8,9,,7,,8 7,,7,9,7,,8 7,,,7,8,7,,,, Interediate jib section Interediate jib section () () Interediate jib section () Jib head section Trolley Trolley ook 7 ook and cross ebers Tower 8 9 Clibable tower section EC TS-9c Tower section EC TS-7 Transition tower section EC - TST-9c Clibable tower section EC TS-9c Tower section EC TS-7 Clibing equipent Clibing tower section EC ECTS-9 Guide section cpl. EC ECGS ydraulic unit ECP Clibing in the building Internal clibing D-section EC ICDS-9 ydraulic unit ECP Clibing cross eber Tower reinforceent Guide frae EC ICGF Subject to alterations! This inforation is supplied without liability. TCS--C- N EN -C/S G C.... iebherr India Private iited ead Office Kesar Solitaire, th & th floor, Plot no., Sector 9, Sanpada Navi Mubai, 7, India. lid.tc@liebherr.co Printed in Gerany. IEERR CMCtec India Pvt. td. Gat No. 9-99, Dhaygudewadi,N-9 Pune Solapur Road,Tal- Daund Maharashtra Pune Telefon: +9 ()7, Telefax: +9 ()7 lid.tc@liebherr.co 8 Powered by TCPDF (

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