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NANFANGLUJI Common Engineering Concrete Mixing Plant

NANFANGLUJI Common Engineering Concrete Mixing Plant

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Common Engineering Concrete Mixing Plant developed by NFLG is a temporary mixing station for a special project and is only for the concrete supply of the project. It is safe, stable, green, energy-saving and intelligent. Different stations can meet different requirements. The types are: HSZ120, HZS180, HZS200, HZS225, HZS250 and HZS300.

 ModelHZS120HZS180HZS200HZS225HZS250HZS300
Design production capacity (m3/h)100150200225250300
Mixer(twin spiral/twin shaft)
Mixer(twin spiral/twin shaft)
Mixer(twin spiral/twin shaft)
Mixer(twin spiral/twin shaft)
Mixer(twin spiral/twin shaft)
Mixer(twin spiral/twin shaft)
Mixer(twin spiral/twin shaft)
Mixer modelJS2000JS3000JS4500JS4500JS5000JS6000
Power(kW)37x255x275x275x290x265x4
Output capacity(L)200030004500450050006000
Aggregate size(mm)≤80≤80≤80≤80≤80≤80







Aggregate dosage hopper( semi-under ground )20x430x430x430x440x440x4
Aggregate dosage hopper (under ground) hopper capacity (m3) 
4 hopper4 hopper4 hopper4 hopper4 hopper4 hopper
Inclined beltconveyor carrying capacity(t/h)5006006009009001200
Weighing range and accuracyWeighing range and accuracy
Weighing range and accuracy
Weighing range and accuracy
Weighing range and accuracy
Weighing range and accuracy
Weighing range and accuracy
Aggregate scale(kg)(800-2400)±2%(1200-3600)±2%(1600-4800)±2%(1800-5400)±2%(2000-6000)±2%(2400-7200)±2%
Sand scale (kg)(500-1600)±2%(800-2400)±2%(1050-3200)±2%(1200-3600)±2%1300-4000)±2%(1600-4800)±2%
Cement scale(kg)(400-1200)±1%(600-1800)±1%(800-2400)±1%(900-2700)±1%(1000-3000)±1%(1200-3600)±1%
Fly ash scale (kg)(130-400)±1%(200-600)±1%(250-800)±1%(300-900)±1%(300-1000)±1%(400-1200)±1%
Water scale(kg)(150-500)±1%(250-800)±1%(400-1200)±1%(400-1200)±1%(400-1200)±1%(400-1200)±1%
Liquid additive scale(kg)(15-50)±1%(25-80)±1%(40-120)±1%(40-120)±1%(40-120)±1%(60-180)±1%







Total power consumption(kW)exclude screw conveyor,silo155200265265330416
Discharging height(m)4.14.24.14.14.14.1

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