It is suggested that a short question statement be established as to how iron ore should improve the discharges after the rain: the place where the powder is crushed in the corner of the car after the rain, the main anomaly being the formation of the arch bridge after the fight and its sudden collapse, who is the target and when it must be restored. This distinguishes between security issues that must be immediately isolated, control issues that can be maintained, and long-term issues that need to be redesigned.
Data can be reviewed in the “Equipment-basic-product-operated” column: the equipment column records the material type, water-bearing rate, particle size, temperature, load, car angle and current residue rate, the base column describes the weakest area, the product column specifies the slab specifications of the vehicle, and the operating column writes to reduce the acetone, check the thickness of the liner and regulates velocity lifts. If one of the four columns still relies on speculation, it is not a matter of urgency. Especially for products with the same nominal thickness, feedstock, processing, size differential and connection design may still differ.
Figure: Powdering in the corner of the car after rain
The product and field base should be used as a system for acceptance and acceptance when landing. The low friction liner is to be used with the correct lifting and cleaning system. 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 is more effective to create live illustrations of seams, sudden slips, fallovers and lifting anomalies than simply to write “watch out”. In the event that an arch bridge is formed after a fight and suddenly collapses with increasing frequency of use, the payload, foundation or material should be analysed as to whether the original condition is exceeded, and a limit, speed limit or suspension measure should be applied until confirmed.
For temporary roads, the number of crashes, the length of blockages and surface repairs can be used as indicators; for leg support, the logs are evened and down; for carriage liners, the residue rate, lifting time and steel plate maintenance are tracked. Select two to four matches to this topic. As long as the caliber is fixed, changes that form the arch bridge after the fight and suddenly fall can be objectively identified.
The ultimate goal is not simply to install a product, but to keep the mine powder running at a real acceptable risk after rain. Approval of the programme should be accompanied by the use of restrictions, inspection responsibilities, decommissioning criteria and evacuation methods. Thus, even when there are changes in personnel or shifts, the lack of information does not lead to a rekindling of the battle and the sudden collapse of the arch bridge.
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.
