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| | | ECIFICATI | | |
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| | | ARES Model (Rise: 2050mm ~ 6000mm) | | |
| | | il Data for ARES Model (Rise 2050mm~6000mm) | | |
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| | | Specification | | |
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| | | | | | | | | | | Part | Standard | Option | | | | Control Type | PLC | Relay Controller, Micom Controller, VVVF Controller | | | | Step | STS Step | AL Step | | | | Comb | STS | Aluminum | | | | Skirt Guard | Steel Plate Painting with Black Color | STS Skirt | | | | Floor | STS | Aluminum Floor | | | | Lubrication | Manual Lubrication | Auto Lubrication | | | | Entry Box | Steel Plate Bended with Black Color Painting | STS Bended | | | | | | | | | | |
| | | FINISHED FLOOR (BY OTHERS) | | |
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| | | FINISHED FLOOR (BY OTHERS) | | |
| | | W2 | | |
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| | | W1 | | |
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| | | W | | |
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| | | L=L1+A+B+100 | | |
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| | | FL. | | |
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| | | Dimensions | | |
| | | ( units : mm ) M 2300 | | |
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| | | | | | | | | | No. of | Angle of | | | | Flat Step | Inclination | | | | | | | | | |
| | | Rise(H) | | | B | | D E | | 1 30 | | J 1020 | | |
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| | | | | | | | | | | | | | 2915 | 2915 | 2415 | 2145 | 1865 | 1595 | | | | 2990 | 2990 | 2490 | 2220 | 1940 | 1670 | | | | | | | | | | | | | |
| | | 30° | | |
| | | FL. | | |
| | | 2 | | | 2050~6000 | | | 800 | | | 950 | | | | |
| | | 1100 | | |
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| | | 35° | | |
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| | | 35 | | 2000 | | |
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| | | ( units : mm ) | | |
| | | Q. 5 | | |
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| | | | | | | | | | | | | | | | | | | | | | No. of | Angle of | Step width | W | W1 | W2 | W3 | | | | Flat Step | Inclination | 800 1000 1200 | 800 | 1000 1200 | 800 | 1000 | 1200 | 800 | 1000 | 1200 | 800 | 1000 | 1200 | | | | 2 | 30735° | 604 1 804 1004 | 609 | 809 1009 | 820 | 1020 | 1220 | 1150 | 1350 | 1550 | 1250 | 1450 | 1650 | | | | | | | | | | | | | | | | | | | | | |
| | | W3 | | |
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| | | MIN.PIT WIDTH | | |
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| | | [Note] - When L is over (30 * : 15500, 35 * : 13800)mm, an immediate support is required.(In case of EN115 compliance, L is 15,553mm) - For no intermediate support and when L is over (30 * : 15500, 35 * : 13800)mm, consult SIGMA for further details. Given dimensions may change without prior notice. | | |
| | | Concrete Support Structure | | |
| | | (units : mm) | | |
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| | | | | | | | | | | | | | | 320 | | | | | | | | | | | | | | | 140 1 - | FINISHED FLOOR(BY OTHERS) | | | | | ir | | | | | | | | | | | | | | | - | | BASE PLATE STEEL BAR(BY OTHERS) | | | | | 50 | | 270 | | | | | | | | | | | | | | | | | | | | | | |
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| | | 320 | | |
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| | | 140 | | |
| | | FINISHED FLOOR(BY OTHERS) | | |
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| | Reaction | | |
| | | ( units : kg) | | |
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| | | | | | | | | | | | | | | No. of | Angle of | 800 Type | 1000 & 1200 Type | | | | Flat Step | Inclination | R1 | R2 | R1 | R2 | | | | 2 | 30° | 0.64H+2500 | 0.64H+1900 | 0.80H+3100 | 0.80H+2500 | | | | 35° | 0.52H+2800 | 0.52H+2300 | 0.67H+3400 | 0.67H+2700 | | | | Electric Data | | | | | (Based on 400V) | | | | No. of Flat Step | Angle of Inclination | Type | Rise H(m) | | | | | | 30° | 800 | <5.0m | <6.0m | - | | | | 2 | | 1000 & 1200 | <3.85m | <5.15m | <6.0m | | | | | 35° | 800 | <5.0m | <6.0m | - | | | | | | 1000 & 1200 | <3.7m | <5.0m | <6.0m | | | | Motor (kw) | 5.5 | 7.5 | 9.5 | | | | Power Source Lead In Wire (mm2) | 4 | 5.5 | 8 | | | | MCCB Capacity Of Building (A) | 20 | 25 | 35 | | | | | | | | | | | | | | | |
| | | BASE PLATE STEEL BAR(BY OTHERS) | | |
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| | | 270 | | 50 | | |
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| | | < UPPER END > | | |
| | | < LOWER END > | | |
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| | | 250 | | |
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| | | | | SIGMA Escalator 11 | | |
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