Bitumen emulsions produced on USB-2 asphalt emulsion plant are applied:
Cationic emulsions - they are not sensitive to the volume of water introduced into the composition. Cationic emulsion allows to accurately predict the time of setting, which is an important factor in road works.
Anionic emulsions - on the contrary, react to the content of water and a large number of mineral impurities in water. Anionic bitumen emulsions set with water evaporation that largely depends on weather conditions (temperature and humidity of air) which complicates their use in road construction.
Slow setting emulsions are used for tack and prime coats, as well as for emulsion-mineral mixtures.
Medium setting emulsions are used for tack and prime coats, and for seal coats, is used for cold- mix paving mixtures.
Rapid setting emulsion are used for surface treatment and surface priming through filling or spraying;
Modified bitumen emulsion is prepared on modified bitumen or with a number of modifying additives (latex, polyethylene, epoxy resin, synthetic rubber, synthetic resin, etc.).
Economical. The production of bitumen emulsion uses 40-50% less energy than in heating and preparation of hot bitumen. More energy is saved during storage of bitumen emulsions. They can be stored in a liquid form for a long time without heating.
Technological. Unlike hot and liquefied bitumen, emulsified bitumen can be used with cold and wet mineral materials.
Ecological compatibility. Bitumen emulsion does not emit harmful substances into the atmosphere during its preparation or application compared to hot and liquefied bitumen. It is also fire and explosion-proof
Parameter | Value | |
---|---|---|
Maximum capacity (taking into account the preparatory time), gpm (m3/h) | 17.6 (4) | 35.2 (8) |
Bitumen flow rate, gpm (m3/h) | 12.3 (2.8)* | 46.2 (10.5)* |
Water flow rate, gpm (m3/h) | 5.7-12.3 (1.3-2.8)* | 22-30.8 (5-7)* |
Thinner flow rate, gpm (dm3/h), (max) | 0.44 (100)* | 0.22-1.1 (50-250)* |
Acid flow rate, gpm (dm3/h) | 0.11-0.33 (25-75)* | 0.22-0.66 (50-150)* |
Emulsifier flow rate, gpm (dm3/h) | up to 0.11 (25)* | up to 0.22 (50)* |
Adhesion additive flow rate, gpm (dm3/h) | up to 0.33 (75)* | up to 0.66 (150)* |
Latex flow rate, gpm (dm3/h) (latex adding section — as agreed) | up to 1.07 (245)* | up to 2.15* |
Pressure of bitumen at the unit inlet, Psi (MPa) | 29 (0.2) | |
Pressure of bitumen fed into the stirrer, Psi (MPa) | 87 (0.6) | 203 (1.4) |
Pressure of water phase fed into the stirrer, Psi (MPa) | 29 (0.2) | |
Pressure of water at the unit inlet, Psi (MPa) | 14.5 (0.1) | |
Compressed air pressure, Psi (MPa) | 65.2-91.4 (0.45-0.63) | |
Compressed air flow rate, gph (L/h) | 5.3-13.2 (20-50) | |
Temperature of bitumen at the unit inlet, °F (°C) | 284-320 (140-160) | |
Temperature of water at the unit inlet, °F (°C) | 104-140 (40-60) | |
Temperature of emulsion at the unit outlet, °F (°C) | 194-203 (90-95) | |
Emulsion rise height after the unit, in (m), (max) | 394 (10) | |
Required power, kW | 20 | 33 |
Power circuit voltage at 60 Hz (three-phase), V | 480** | |
Dimensions of the unit, in (mm), (max) | ||
- length | 150 (3,800) | 177 (4,500) |
- width (in transportational position) | 87 (73)/2,220 (1,850) | 89 (71)/2,250 (1,800) |
- height | 65 (1,650) | 71 (1,800) |
Weight, lbs (kg), (max) | 3,307 (1,500) | 3,968 (1,800) |
GlobeCore introduced a hydrodynamic mixer into the asphalt emulsion production plant to extend the colloid mill lifetime in 1,8-2,2 times.
Due to its unique design, the hydrodynamic mixer provides instant mixing of the components in the stream due to the kinetic energy of the bitumen jet and the speed, which also makes this component small. This principle is used for mixing the components of the water phase, bitumen and solvent, as well as the bitumen phase and the water phase.
selection of the optimal ratio of asphalt emulsion components (recipes);
preparation of bitumen emulsion samples for further testing;
Any type of materials for asphalt emulsion production can be tested in this mill because the mill can be equipped with various rotor/stator tooling, depending on the material and the required process;
the rotor/stator tooling, as well as the number of stages are selected for optimal intensity of mechanical and thermal processing;
tooling can be made from a single part or multiple parts, as well as of different steel grades, depending on the purpose of the mill.
Parameter | Value |
---|---|
Processing rate, liters per batch (gallon/batch) | 2…4 (0.5… 1)* |
Input volume, liters (gallons) | 5 (1.3) |
Kinematic viscosity, mm2/sec, max | 150 |
Max process temperature, °С (°F) | 180 (356) |
Shaft seal type | Mechanical |
Rotor/stator tooling | Nozzle |
Spare knives kit | Optional** |
Knife axial gap preset, mm (in) | 0,2…2 (7.8·10-3… 7.8·10-2) |
Knife radial gap, mm (in) | 0,25 (9.8·10-3) |
Knife rotation velocity, m/sec (in/sec), max | 45 (1770) |
Mill shaft and bearing rotation speed, rpm | 6650 |
Electric motor shaft speed, rpm | 2770 |
Drive power, kW | 2,2 |
Power voltage, V | Custom |
Dimensions, mm (in), max: | |
- length | 550 (22) |
- width | 600 (24) |
- height | 750 (30) |
Weight, max, kg (lbs) | 70 (154) |
Modification with polymeric additives improves cohesive and rheological properties, deformation characteristics and strength of bitumen and asphalt concrete. Due to this, increases the coating resistance to wheel track rutting at elevated temperatures, and cracking at low temperatures and fatigue distress of asphalt concrete under the influence of loads.
Cutback asphalt is prepared by mixing asphalt cement with a petroleum solvent, while emulsified asphalt is prepared by mixing asphalt cement with emulsifiers, water, and sometimes a small amount of petroleum solvent. The aim is to decrease the viscosity and to increase the penetration of bitumen on asphalt surface. In comparison with bitumen, cutback bitumen is sprayed on different layers of roads in a notably lower temperature.
Good contact with materials.
Has good low-temperature flexibility and elasticity, and is not prone to fluidity at high temperatures.
Quickly removes stresses that arise in the layers of the road surface due to traffic.
Resistant to fatigue loads that occur during cyclic temperature changes.
Frost-resistant and with an extended temperature range.
Increased hardness and physical durability.
The use of modified bitumen instead of regular bitumen in asphalt concrete mixes allows to extend temperature range of asphalt concrete layer operability with seasonal temperature fluctuations, ensures load deformation resistance (cracking and rutting) and increases service life and road durability.
Parameter | Value |
---|---|
Capacity for bitumen, gpm (m3/h), (max) | 35.2… 52.8 (8… 12 )* |
Amount of polymer batched into bitumen, % | 1… 5 |
Amount of plasticizer batched into bitumen, gal (m3) | 0… 264 (0… 1) |
Amount of adhesion additive batched into bitumen, gal (L) | 0… 26.4 (0… 100) |
Required power, kW | |
- mill | 75 |
- overall | 110 |
Power circuit voltage at 60 Hz (three-phase), V | 480** |
Control | electropneumatic |
Bitumen temperature, °F (°C), (max) | 374 (190) |
Thermal oil temperature, °F (°C), (max) | 482 (250) |
Operational volume of stirrer, gal (m3) | 79.2 (0.3) |
Operational volume of polymer hopper, gal (L) | 13.2 (50) |
Dimensions, in (mm), (max) | |
- length | 213 (5,400) |
- width | 64 (1,620) |
- height (in transportational position) | 104 (87)/ 2,650 (2,200) |
Weight, lbs (kg), (max) | 7,716 (3,500) |
* Depending on the formulation (the amount of added polymer)
** As requested by the customer
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Project manager: Oksana Mazur
Tel: +1 860 580 8804
Email: oksana@globecore.com
Address: 2 Craftsman Rd, Area 9,
East Windsor, CT 06088
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