The Chuquicamata mine, situated in Chile’s north, has been in operation since 1915 and is owned by Codelco, Chile’s state-owned copper mining company. Codelco is the world’s largest producer of copper and second largest producer of molybdenum. Over 100 years of open-pit mining have resulted in a mine that is some 1000 m deep, 5000 m long and 3000 m wide. Once the rock had been mined by drilling and blasting, the ore and waste material were transported to the surface by trucks for processing or for disposal. However, it was becoming no longer economically viable to mine deeper ore bodies using this extraction and transport process. Moreover, longer truck routes combined with a larger number of vehicles resulted in higher costs for vehicle maintenance and fuel, not to mention greater environmental pollution and safety concerns.
In 2015, TAKRAF was awarded the contract to supply the principal ore transportation system moving crushed copper ore from underground storage bins to the surface processing site. The system called for no redundancies, which means that for this project, high system availability, minimal system wear and easy maintenance of components were all decisive factors.
The project scope essentially called for:
Removal of crushed ore from 60 m high underground storage bins with a conveying capacity of 11 000 t/h
Transportation to the surface with a minimum number of material transfer points
Conveying of the ore from the underground tunnel exit to the existing processing plant whilst taking into account existing infrastructure (railway lines, mine roads, pipelines, etc.)
ensuring high system availability, minimal system wear and easy maintenance of all components
Storage bin discharge
The conveying system supplied by TAKRAF starts at the underground storage bin discharge. Two material stores in the form of vertical cylindrical openings with a diameter of 6 m and a height of 60 m separate the flow of mined material from transport to ore processing. The use of conventional belt feeders was originally planned for controlled material discharge. With this conveying method, material is transported from the discharge area along a 30 m conveyor route to a transfer point by using a flat belt with vertical chute sidewalls.
However, optimizations made to the system after the contract was awarded led to a change in the system. By employing a feeder conveyor, the conveyor belt now has a 45 degree trough angle along the entire conveyor route, with the only chutes being in the storage bin discharge area. As with a belt feeder, the contour of the material to be conveyed is specified by a shear gate and the flow of discharged material is defined by varying the conveying speed. The elimination of vertical sidewalls along the conveyor path means less wear and thus reduced maintenance costs, combined with energy savings of around 25 %.
Transporting material to the surface
Two conventional trough conveyors connect the material discharge of the feeder conveyors with the loading point of the inclined conveyor, around 900 m away. Installed in a tunnel that extends some 6400 m to the surface, the inclined conveyors overcome a not insignificant difference in elevation of 950 m. Each underground transfer point along the tunnel requires an underground chamber with a crane for maintenance work, power supply, transformers, and electrical and mechanical drive technologies, with adapted ventilation and suitable access paths.
In order to minimize the number of transfer points, the inclined conveyor section was successfully developed employing just two conveyors. In order to achieve this feat, it was necessary to use newly developed components that redefine the performance limits of belt conveyor technology. St 10 000 quality conveyor belts were used for the first time. Operating belt safety ratings of S = 5.0 required belt connections with a reference fatigue strength of over 50 %. This value was proven on the belt test rig at the University of Hanover in Germany. Once again, new dimensions were achieved – this time in terms of installed drive power – with 10 000 kW of installed drive power per drive pulley and 20 000 kW per conveyor.
In cooperation with the drive motor manufacturer, ABB, TAKRAF engineers developed a drivetrain consisting of:
5000 kW synchronous motor
With the following specifications:
Simple alignment and motor air gap adjustment during installation of the drive
Simple readjustment in the event of motor air gap deviations from the setpoint (e.g. after settlement)
Complete and fully-assembled factory-tested motors on site(no motor assembly in dusty environment)
Simple separation of the connection between pulley and motor in the event of an accident (in order to ensure continued operation of the system for the short term with a reduced number of drive motors)
Maintenance of the air gap between the rotor and stator is a crucial requirement for the operation of the motors. The air gap, which is 14 mm, must only be allowed to deviate from the setpoint within small tolerances. Deviations in the air gap reduce the efficiency of the motor, and if rotor and stator were to make contact with each other, this would result in damage to the motor. The air gap itself is continuously monitored during operation. If deformations and/or subsidence in the steel structure or in the motor foundations lead to a deviation in the air gap setpoint, the stator has to be realigned. To simplify this process, the spacing between the rotor and stator at the non-driven end of the motor was fixed by a support bearing.
A membrane coupling compensates for the deformation of the pulley shaft caused by belt tension. The adjustable motor frame facilitates alignment of the motor during installation and ensures simple realignment if necessary. Eccentrics and spindles allow the stator to be adjusted in all directions. Should a motor fail, it can be quickly moved into a disabled position by opening the membrane coupling and adjusting the spindles. The system can then continue to operate only with reduced power.
From the underground tunnel exit to integration within the existing processing system
The landscape surrounding the processing plants has been shaped by over 100 years of mining at Chuquicamata. In addition to the various processing systems, waste heaps, train tracks, roads, pipelines, and buildings scar the landscape. The challenge for the new conveyor system was to design a system that took into consideration this landscape for its entire length from the end of the underground tunnel (blue building in Fig. 7) to the processing plant more than 5 km away.
A continuous single flight conveyor with the following parameters was developed:
Distance of 5330 m between the material loading point and material discharge with a difference in height of 287 m
Horizontal curves with tight radii (1600 m to 2300 m) on more than 60 % of the conveyor length
Approximately 50 % of the conveyor length on elevated structure with variable lengths adapted to local conditions for foundations positioning and with support intervals of up to 96 m
The conveyor design again revolved around ensuring high system availability, minimal system wear and easy maintenance of components. All loading points along the conveyor route were optimized in order to reduce conveyor belt wear. The arrangement of the rock boxes and grizzly fingers was verified with simulations using the Discrete Element Method (DEM).
Newly designed transfer chutes allow wear plates to be replaced quickly and easily. To replace idlers, a specially designed TAKRAF maintenance vehicle is able to travel along the conveyor path, enabling the conveyor belt to be lifted and worn idlers to be safely and efficiently replaced. At the material discharge point, a bunker building performs a limited material storage function. Two feeder conveyors remove the material and feed it to the processing plants.
Three 5000 kW direct drive motors drive this conveyor, with a St 6800 conveyor belt with a belt safety of S = 5.1 being used. Vibration behaviour of the belt during start up and braking was analyzed across all operating conditions using dynamic belt calculations.
Table 1 provides some specifications of the conveyors used. System parameters such as a St 10 000 conveyor belt and 20 000 kW drive power per conveyor redefine the limits of belt conveyor technology. This made it possible to achieve the goal of reducing the number of underground transfer points, thereby justifying the use of these components.