ASCENSOR DE OBRA SC SERIES.

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1 ASCENSOR DE OBRA SC SERIES

2 SC SERIES CONSTRUCTION HOIST SC Series construction hoist is the one of domestically leading technology that well designed and manufactured by ZOOMLION, also strctly tested and supervides by China Construcion Machinery Test Center. Compared to other vertical transport equipment, it features reliable performance, hight safety, energy saving flexible transporting, as well as easy, assmbly & disassembly and wide application. As safe and efficient vertical access equipment in construction field, it largely reduces the labor intensity in tune with the developing trend SC Series Construction Hoist Sketch 1 MAST 6 DRIVING SYSTEM DERAILMENT PREVENTION DEVICE 7 CAGE CABLE GUIDE 8 CABLE PULLEY 4 MAST - TIE CABLE DRUM 5 ELECTRIC LIFTING DEVICE 1 BASE FRAME ENCLOSURE 11 CONCRETE FOUNDATION

3 CONCRETE CARGAS FOUNDATION 1 Concrete foundation with steel grid, is placed in top and bottom layers. The steel angle of embedded frame is wedded to the top layer of teel grid, while the hook of embedd frame hooks up the bottom layer of steel grid. The earth endurance shall satisfy as below When tower eight < 1m, the earth bearing capacity >.1MPa When 1m < tower height < m, the earth bearing capacity >.15MPa When m < tower height < 5m, the earth bearing capacity >.MPa The cement used in concrete foundation shall apply concrete >C Mast - tie Distance from foundation center to building wall L (mm) Spacing of tie struts on wall W (mm) 4 The surface of concrete foundation shall be even with horizontal deviation not more than 1mm/m; Type II A Type II B In case of the surface of the concrete foundation lower the ground level, water says (drains) shall be equipped around the foundation. Type II C 4-4 Type II D Technical Data (General type) Designation Series Rate load (kg) Erecting payload (kg) Rated speed (m/min) Reduction ratio Max.lifting height(m) Cage size(l x W x H)(m) Power supply (V) Motor power (kw) Rated current (A) Power capacity (KVA) SC1 SC1/1 SC SC/ SC/E Note 1/1 8 x 11 x 4 4 x1/x1 8 x x 11 x x 4 x 4 / : x 1.5 x.5 8v + 5% 5Hz x 11 x 4 4 x /4 x 1 x x 11 x x 4 x 4 x / x 4 x 1 x x 1 x x 7 x 5 JC=5% Wall thickness of corner bar (chord member) Weight of mast section Dimension of mast section Mast section t4.5 t6. t8. t x 65x 158 Cage weight (incl. driving system)(kg) 1 x 1 x x Safery device type SAJ - 1. SAJ - 1. Technical Data (Frequency Control type) Designation Series Rate load (kg) Erecting payload (kg) Rated speed (m/min) Reduction ratio Max.lifting height(m) Cage size(l x W x H)(m) Power supply (V) Motor power (kw) Rated current (A) Power capacity (KVA) SC/BD x/x4 x x 11 x x4 x 4-4 1:16 SC/EB x/x4 x x 1 x x 7 x 4 x 1 5. x 1.5 x % 5Hz SC/EB-II x/x4-46 1:14 x x 1 x x 7 x 45 SC/BZ x/x4-68 1:1 x x 18.5 x x 8.5 x 8 Note JC=5% Wall thickness of corner bar (chord member) Weight of mast section Dimension of mast section Mast section t4.5 t6. t8. t x 65x 158 Cage weight (incl. driving system)(kg) x x x x 5 Safery device type SAJ5 -.

4 MAX. TIE-IN INTERVAL CARGAS AND MAX.CANTILEVER HEIGHT Designation Series Max.Tie-in interval L 1 (m) Max.Cantilever height L (m) DESIGNATION TYPE I TYPE II TYPE III TYPE IV Tower height <1m 1m<Tower Height<15m 15m<Tower Height <m Tower Height>m Tower Height<1m 1m<Tower Height<15m 15m<Tower Height <m Tower Height>m Mast - tie II Structure Mast - tie II is recommended for its wide application, reasonable structure and reliable connection. Technical Data (General type) Dimension of mast section No. of mast section Erecting height 15m 6m 8m 5m 76 x 4.5 mm 76 x 6. mm 76 x 8. mm 76 x 1. mm Total of mast sections Mast Section Wall Thickness Configuration

5 MAX. TIE-IN INTERVAL CARGAS AND MAX.CANTILEVER HEIGHT DRIVING SYSTEM The motor and gearbox to be equipped vary subject to specific model of construction hoist. CAGE Cage inner space: L x W x H(m):. x 1.5 x.5 MAST Mast section dimension (mm): 65 x 65 x 158 DRIVING SYSTEM Base frame enclosure: _Door sill height 45mm (drum type _Door sill height 5mm (pulley type) The bended U-bar enables the enclosure interchange of roll drum type and pulley type. No. Designation L(m) W(m) H(m) Weight per piece(t) Note With cab 1. Cage Without cab SC Triple driving units. Driving System SC1 Twin units SC Twin units. Mast section Driving unit

6 MAX. TIE-IN INTERVAL CARGAS AND MAX.CANTILEVER HEIGHT No. Designation Dimension L(m) W(m) H(m) Weight per piece(t) Note Mast-tie II A Mast-tie II B Mast-tie II C Mast-tie II D Base frame enclosure I For cable drum 6. Base frame enclosure II For cable pulley Container Loading Solutions ERECTING HEIGHT /M CONTAINER LOADING SOLUTIONS One 4 OT Container, one GP containe One 4 OT Container, one GP container One 4 OT Container, one GP container One 4 OT Container, one GP container One 4 OT Container, one GP container One 4 OT Container, one 4 GP container One 4 OT Container, one 4 GP container One 4 OT Container, one 4 GP container One 4 OT Container, one 4 GP container, one GP container Container Loading Sketch Construction Hoist Truck Loading Solutions TRUCK TYPE 7. m.6m 1.5m 1m SOLUTION I cages (incl.accessories) cages (incl.accessories) + 1 mast sections cages (incl.accessories) + 4 mast sections cages (incl.accessories) + 66 mast sections SOLUTION II 6 mast sections 54 mast sections 6 mast sections 16 mast sections Truck Loading Sample Note: The truck type and loading plan vary subject to different erecting height of construction hoist.

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8 ASCENSOR DE OBRA SC SERIES

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