Transport Industry

The clay, coal mud, wet ore powder, sludge and some agricultural materials form continuous layers at the bottom of the car, and cannot be naturally skimmed up.Residues reduce the effective volume of the next vehicle, which needs to be cleaned up, with severe time opportunities to rise repeatedly, brakes or knock on cars, increasing structural fatigue and personnel risk.The problem should be assessed by measuring or estimating each vehicle residue, recording variations in water content, temperature and loading time, and observing whether the material is adhesive to the bottom, side wall or tail door.Only clear adhesive mechanisms can determine the lining material, thickness, coverage and surface state.The treatment of “wet sticky material is not clean, and add to the amount of debris and circulation time” cannot be viewed only as a one-time pass, but also as covering the maximum load, maximum frequency, worst weather and evacuation phases.It is recommended that representative positions be selected for trial, that ground, vehicle or equipment data be recorded and that the scope, connection and frequency of maintenance be adjusted to the results;Changes in conditions have confirmed that early experience is not directly applied to the entire transport sector.

Materials such as ores, gravel and building waste continue to wear and tear cars during the slide of loads and discharges.(a) A thin or inappropriate liner which may be cut, tumbled or fractured around the bolt;Too thick, it increases self-esteem and affects volume.The selection cannot be completed on the basis of a "resistible" label alone, requiring an understanding of the maximum particle size, the height of the material, the loading equipment, the hardness of the material, the temperature and the current state of the carriage.Pre-installation repairs to sharp welds and severe deformation, with different structural protections for impact areas, periodic inspections of fixed points and edge wear and tear, and timely maintenance once replacement standards are met.The transport industry site should set clear standards for the discontinuation of “shrunk, corrosive material leading to ground grinding and internal liner difficulties”, such as continued tip-ups, incomplete support surfaces, extended depositions, visible slippage of vehicles or loose links.Unusual isolation and unloading were detected, and then the floors were repaired or reconfigured, and temporary pads were prohibited in carrying conditions.The head of the mission may not resume operations until he or she has been qualified to do so, and records of disposal are maintained.

Even with improved offloading of cars, mudslides at mining sites, sites, farms and entry points to landfills can result in car crashes, tire slips and queues.Temporary detours of convoys would increase ground damage and tow truck rescues would increase parking and security risks.The in-situ route should be treated as a stand-alone issue, recording the full load of axle, tyres, daily car length, slopes and base water content rates, and determining the location of fixed passages, concourses and discharges.Preparation of a temporary pavement programme to limit rapid turn and speed, observation panels and ground deposition before the rainy season;Do not simply equate raising the ground of tyre grabs with raising the base load.In response to “the impact on fleet efficiency of vehicle crashes and queues when entering the loading docks”, the transport industry project should also include the results of inspections in the pre-class confirmation and handover records, identifying who is responsible for release, who is responsible for inspection, what depositions or relocations must be discontinued.Retroactive recording of photographs, measurements and usages will make it possible to distinguish ground-based changes, operational deviations from product damage and avoid repetition of the same problem between different groups.