Complete projects on time
Asphalt quality meets standards
Airport road construction is an important project to ensure aviation safety and is the cornerstone for the efficient operation of an aviation hub. Airport roads have to cope with the huge pressure of aircraft landing and taking off, but also to meet the high standard requirements within a limited time.
As the core of the construction, the asphalt mixing plant needs to maintain stable operation, and its production efficiency and quality control directly determines the project progress node and runway operation safety coefficient. Therefore, the asphalt mixing plant must overcome the multi-dimensional technical challenges of raw material ratio optimization, construction efficiency and low equipment failure rate, so as to achieve a seamless connection between construction and airport operation.
Macroad, as an outstanding asphalt plant supplier, always starts from the actual needs of customers, and deeply understands the pain points in airport road construction. Whether it is facing the high standard of asphalt quality requirements or adapting to the tight construction window, we are committed to making the equipment more understanding of the customer’s needs – reducing the risk of downtime with reliable production capacity, and grasping the construction time with rapid deployment technology. With reliable production capacity to reduce the risk of downtime, with rapid deployment technology to seize the construction time, with all-weather stable operation to escort the smooth progress of the project.
We believe that only by truly solving on-site problems can we help our customers pave every inch of the runway with more solidity and reliability.
Dynamic and accurate control of the secondary measurement technology, based on the amount of stone asphalt secondary correction measurement, strictly guarantee the ratio of oil and stone, to avoid the loss of asphalt, but also to ensure the quality of the finished product asphalt.
The use of high-precision boring machine to process the shaft holes, to ensure the concentricity of the shaft end, the mixing shaft in the use of bearing wear is small, long service life, reduce the failure due to wear and tear of the large shaft, so that the equipment is more durable
The mixing drive adopts the motor and reducer and the big shaft direct connection mode, non-traditional chain drive, transmission synchronization is good, to ensure that the mixing shaft mismatch due to unsynchronized rotation is avoided, reducing the incidence of failure
The vibrating screen adopts 4 layers of double vibration motor linear screen, linear vibrating screen maintenance is convenient, vibration motor work 1500 hours before maintenance; drive device using Bonang worm gear reducer, stable performance, reverse self-locking ability, reduce due to power outages, faults brought about by the sprinkling of material
Optimized design of elastic tensioning device, the plate chain works as a buffer, reducing the risk of wear and breakage of the plate chain, reducing the failure rate.
Facing the requirements of both quality and schedule in the construction of airport roads is undoubtedly a challenge for many asphalt mixing plant manufacturers. Facing the test for the construction of airport roads, stationary asphalt mixing plant and mobile asphalt mixing plant is the answer given by Macroad. Stationary asphalt plant in the asphalt quality to provide enough to meet the airport road on the asphalt quality requirements, in the face of the need to move frequently on the road construction of large airport equipment, mobile asphalt mixing plant can also play its advantages. So that for your project, only according to the local conditions, you can choose the most suitable asphalt mixing plant. Next let us understand the comparison of these two asphalt plant, so that you have a more detailed understanding of the two types of equipment.
Model | ALQ40 | ALQ60 | ALQ80 | ALQ100 | ALQ120 | ALQ160 | ALQ200 | ALQ240 | ALQ320 |
---|---|---|---|---|---|---|---|---|---|
Output(t/h) | 40 | 60 | 80 | 100 | 120 | 160 | 200 | 240 | 320 |
Cold Aggregate Feeding System | 4×4.5m³ | 4×6.5m³ | 4×8m³ | 4×8m³ | 5×9m³ | 5×12m³ | 5×12m³ | 5×12m³ | 6×15m³ |
Hopper Capacity(m) | 4*4.5 | 4*6.5 | 4*8 | 4*8 | 5*9 | 5*12 | 5*12 | 5*12 | 6*15 |
Collect Belt Capacity(t/h) | 60 | 80 | 100 | 120 | 140 | 200 | 220 | 280 | 360 |
Dryer Size(m) | φ1.2*5.2 | φ1.5*6 | φ1.5*6.7 | φ1.65*7 | φ1.8*8 | φ2.2*9 | φ2.6*9 | φ2.6*9.5 | φ2.8*10.2 |
Dryer Capacity (t/h) | 60 | 80 | 100 | 120 | 140 | 180 | 240 | 260 | 360 |
Fuel Max Consumption(kg/h) | 300 | 450 | 550 | 700 | 950 | 1200 | 1400 | 1700 | 2250 |
Vibrating Screen(Layer) | 4 | 4 | 4 | 4 | 4 | 5 | 5 | 5 | 6 |
Aggregate Metering hopper(kg) | 500 | 800 | 1000 | 1250 | 1500 | 2000 | 2500 | 3000 | 4000 |
Mineral Flour Metering hopper (kg) | 120 | 150 | 200 | 200 | 300 | 300 | 320 | 600 | 700 |
Bitumen Metering hopper (kg) | 100 | 120 | 150 | 150 | 250 | 250 | 250 | 480 | 500 |
Weighing accuracy | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% |
Mixer Capacity(kg) | 500 | 800 | 1000 | 1250 | 1500 | 2000 | 2500 | 3000 | 4000 |
Cycle Time(s) | 45 | 45 | 45 | 45 | 45 | 45 | 45 | 45 | 45 |
Dust filter (Bag dust filter) | |||||||||
Filter Area(m2) | 230 | 300 | 420 | 480 | 550 | 650 | 700 | 1050 | 1350 |
Draught Fan(kw) | 22 | 30 | 45 | 55 | 90 | 110 | 2*75 | 2*90 | 2*110 |
Asphalt Temperature (⊥) | 140-180 | 140-180 | 140-180 | 140-180 | 140-180 | 140-180 | 140-180 | 140-180 | 140-180 |
Model | ALYQ60 | ALYQ80 | ALYQ100 | ALYQ120 |
---|---|---|---|---|
Output (t/h) | 60 | 80 | 100 | 120 |
Hopper Capacity(m) | 4*6.5 | 4*7.5 | 4*7.5 | 4*7.5 |
Collect Belt Capacity (t/h) | 80 | 100 | 120 | 140 |
Dryer Size(m) | φ1.5*6 | φ1.5*6.7 | φ1.65*7 | φ1.8*8 |
Dryer Capacity(t/h) | 80 | 100 | 120 | 140 |
Fuel Max Consumption(kg/h) | 450 | 550 | 700 | 950 |
Mixing Tower(kW) | 54 | 63.5 | 104.5 | 125 |
Vibrating Screen (Layer) | 4 | 4 | 4 | 4 |
Aggregate Metering hopper(kg) | 800 | 1000 | 1300 | 1500 |
Mineral Flour Metering hopper(kg) | 150 | 200 | 200 | 300 |
Bitumen Metering hopper(kg) | 120 | 150 | 150 | 250 |
Weighing accuracy | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% | aggregate:±0.5% Mineral Flour:±0.25% Bitumen:±0.25% |
Mixer Capacity(kg) | 800 | 1200 | 1300 | 1700 |
Cycle Time(s) | 45 | 45 | 45 | 45 |
Filter Area(m2) | 370 | 420 | 480 | 510 |
Draught Fan (kw) | 30 | 45 | 55 | 90 |
Asphalt Temperature (⊥) | 140-180 | 140-180 | 140-180 | 140-180 |
Total power(kw) | 200 | 300 | 350 | 380 |
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