Project Type
Project Team Interview Case Study
Location
Steel Profiles Used
  • Date of Steelwork Completion
    2024-07-01
  • Tonnage
    417
Project Overview

The Elders truck loading station is designed to profile load -250mm ROM coal into either 40 ton or 50 ton payload side tipping tandem interlink trucks via two parallel truck loading bays. Trucks can be loaded and dispatched at a rate of 34trucks/hour. Truck payloads are verified at road weigh bridges prior to despatch from Elders. A Throw-Out Conveyor installed on top of the truck loading station allows excess product to be diverted to a conical stockpile when the truck loading station surge bin is full.

To prevent any interruption to the underground mining operation caused by a high LOS bin level, the LOS feed conveyor discharge chute is equipped with an automatic overflow mechanism. This overflow mechanism automatically diverts excess material to the throw-out stockpile when the LOSsurge bin is full and returns feed to the LOS as soon as truck loading operations reduce the bin level. The LOS surge bin is designed for expanded flow operation and is equipped with twin axi-symmetric mass flow outlet allowing for loading of 2 tandem interlink trucks in parallel. Each of the bin outlets is equipped with a hydraulically operated radial gate and vertically adjustable profile chute. Vertical adjustment of the profile chute allows the load-outstation to accommodate different truck heights and capacities.The LOS surge bin has a live capacity of 1000 tons coal. The combined volume of the surge bin and the 10 000 ton throw-out stockpile is sufficient to buffer the continuous mine operations from the discontinuous trucking operations.

The radial gates and profile chutes of both truck loading bays are controlled by a single containerised hydraulic powerpack, located at ground level next to the LOS structure. The hydraulic powerpack is designed to ensure that the two loading bays can operate independently from each other. The speed of the actuators remains consistent regardless of any overlap in the duty cycle between the two loading bays - this is essential to ensure a consistent loading performance. The powerpack is equipped with accumulators that provide for the automatic closure of the radial gates and lifting of the profile chutes in the event of a power failure or hydraulic system failure. The truck loadout station consists of a reinforced concrete foundation with reinforced concrete stub columns linked with a R.C. Wall in the directions of truck travel below the bin. Above the truck occupied zone the bin consists of a structural steel frame up to the underside of the bin. The bin consists of structural steel platework stiffened with H-columns in the corners.

Suspended below the bin are two hydraulically operated flow control radial gates and two vertically adjustable profile loading chutes. As the trucks pass below the bin in the one direction bracing could not be provided in that direction for the lower level. At this location a portal frame was provided. Apart from this portal frame all levels are braced in all directions. On top of the bin there is a structure that supports the head and diverter chutes. This structure has a portal frame in the direction of the conveyor at the top of bin level, apart from this the structure is braced in all directions. The bin supports in incoming conveyor as well as the stockpile conveyor.

Project Details
All items are fabricated to minimise abnormal load transportation to site. 2.4m High bin sections were selected to align with the standard available sheet width. This also corresponded to the transportation requirements. The sections were tack welded together, inspected and approved by Thungela independent QA team before being welded together. Due to the high volumes of welding on the panels, special attention had to be placed to the welding procedure and sequence to limit the deformation during welding.
The risk of truck impact with the structural steel bin support structure was identified as a risk at the early stages of the project. To mitigate this risk heavy reinforced concrete walls were incorporated in the concrete columns that supported the structural steel columns.
Benefits of Steel in this Application

Steel, when designed in an optimal manner, serves to create high-strength, lightweight structural systems. This bin with its high material loading can be economically designed using normal structural steel. Special steel liners (400 brinell) can easily be fitted and replaced through wall of the bin and chutes. Steel provides flexibility in multiple categories, including literal flexibility (elasticity/plasticity), complex geometry (curves, multi-planar arrangements, connection methods - welding/bolting etc., and the ability to create an almost infinite set of geometries using a relatively small set of standard elements/sizes). This structure shows almost all of the benefits of steel (strength-to-weight ratio, flexibility, accommodation of many possible coating systems and ultimately, the ability to suit a complex set of design, manufacturing, construction and layout requirements). A layout of this complexity would not otherwise be possible, were it not for this material. Finally, while this structure is not designed for aesthetic purposes in the traditional, non-technical sense of the word, to those individuals who understand what this structure represents, its function and the effort required to produce it, it is beautiful in a way that the average person would easily overlook.

Testimonials

Great mining project, displaying meticulous coordination, planning and attention to detail.

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