Automatic concrete wall panel production line
Wall panel specification:
Model HQJ | Slab width (mm) | Slab thickniss (mm) | Dia of Holes | Forming speed (m/min) | Motor Power (KW) | Vibrator (KW) | Dimension (m) | Weight (kg) |
HQJ80*600 | 595±2 | 78±1 | 8xΦ43 | >=1.6 | 4 | 0.8 | 2.5*0.95*0.75 | 1260 |
HQJ90*600 | 595±2 | 88±1 | 7xΦ58 | >=1.6 | 5.5 | 0.8 | 2.5*0.95*0.70 | 1260 |
HQJ100*600 | 595±2 | 98±1 | 7xΦ62 | >=1.6 | 5.5 | 0.8 | 2.5*0.95*0.75 | 1400 |
HQJ120*600 | 595±2 | 118±1 | 5xΦ82 | >=1.6 | 5.5 | 0.8 | 2.55*0.95*0.75 | 1650 |
HQJ 150*600 | 595±2 | 148±1 | 4xØ100 | >=1.6 | 5.5 | 0.8 | 2.65*1.0*0.8 | 1650 |
HQJ200*600 | 595±2 | 198±1 | 3xΦ145 | >=1.6 | 7.5 | 3 | 2.65*1.0*0.85 | 1680 |
THE WALL PANEL Main Specifications:
oduction line indicators | Total weight | 50000Kg |
| Total Power | 135KW |
| Length | 40m |
| Width | 20m |
| Height | 4.5m |
| control system | PLC Self-control |
| Extrusion speed of the slab | Average 1.8~2.5m/min |
production capacity | annual output | 500,000m2 |
Continuous production of average power | | ≤80KW |
| Output | Max 2.8m/Min |
| Single shift workers | 3~5 Persons |
| hourly output | 80m2/h |
| Single shift output | 150,000m2 |
| Panel Length | 2.4m~3.3m |
| width | 600mm |
| Thickness: | 60,68,75,90,120,180mm |
Raw Material | water slag, fly ash, slag, ore, construction trash, etc. |
binding material | ordinary Portland cement |
Factory sqm (m2) | Stack area (m2) | Factory Height (m2) | Person (p/shift) | Water consumption (T/day) | Electric consumption (Kw) | Raw material |
1500-2000 | 1000-1500 | 5-6 | 6-7 | 15-20 | 80 | Normal |
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