In the scenario of mixed cars of different mineral and car sizes, how the thickness of the mineral slabs should be determined cannot be answered by experience alone. A common area of error is the increase in thickness immediately after the sight of mud, wear or viscous material, without retrospecting the conditions under which the thin life is insufficient, overweight and difficult to install. The correct approach would be to define the true course of use, the most unfavourable weather, vehicles or equipment before deciding whether to use a pavement, leg pad or car skateboard.
The technology is selected to determine which of the factors in the hardness of the ore, the maximum size, the difference in the load, the temperature, the size of the vehicle, the distribution of wear and tear and the most unfavourable of the life-target, and then to screen the slabs around a composite selection of the particle size, drop and temperature, base state and life-target. For example, road products focus on localization and connectivity, support products focus on reversibility and rigidity, and car products focus on friction, shocks and contraction. Even if the common thickness of 15, 20, 25 or 30 mm is used, the logic of choice and the applicable boundary must be stated.
Figure: Mixed fleet of different minerals and car sizes
The product and field base should be used as a system for acceptance and acceptance when landing. The lining is both a waste material and part of the protection system of the car ' s structure. Once the laying, support or lining is completed, full contact, flatness, edge transition, tight state and interference with tyres, feet, lifting bodies are checked; the pilot operation begins with low-risk work and is gradually restored to the planned capacity after the site manager has confirmed that there are no anomalies.
Maintainers need to know how normal traces of products differ from dangerous injuries. It would be more effective to create on-site illustrations of residual thickness, hardware, arctic edges, cracks and grass-roots corrosions, rather than simply to write “observed inspection”. In the event that the life of the excess is insufficient and the difficulty of increasing self-weighting and installation continues to increase with the number of times used, the payload, foundation or material should be analysed whether it exceeds the original condition and a limit, speed limit or suspension measure should be applied until confirmed.
In order to validate the programme, a representative route, a vehicle or a support point could be selected for a controlled trial, with observation cycles and exit conditions. Records should cover normal and most unfavourable work situations, with particular attention to under-inhabiting, over-heaviness and difficulty of installation. Only when the test data are stable, the maintenance workload is acceptable and confirmed by project management and security personnel will it be appropriate to expand the application.
This section may serve as a live discussion list, but not as a separate construction permit. Mines should form a formal programme combining geological, vehicle, lifting, drilling and environmental management systems. If a request for an offer is made to the Carthage Plastics industry, please attach a worksheet, drawings and photographs, and request that the recommended results be accompanied by assumptions and no scope of application.
Need for further evaluation of the actual project?
Applications, sizes, quantities, site photographs or drawings and delivery destinations are sent, on which we can identify more suitable products and processing programmes.
