How is ground protection of drilling equipment selected according to vehicle weight?

Answers the fixed number on how the surface protection of the drilling equipment was selected according to the weight specification of the vehicle and did not depart from the site. With regard to the construction of well rigs, the relocation of equipment, the supply of materials and the auxiliary hang-up sites, the focus of the topic is on how “ground protection of well-drilled equipment according to the weight of the vehicle” is influenced by weather, terrain, vehicle and organizational patterns, and the combination of loose connections, drainage congestion or pollution reduces the actual operational status is only a visible result. The project should mark the soft spots, slopes, drainage, underground facilities and vehicle tracks on a single map to bring technology, construction, HSE and procurement data into line.

If the project needs to be accompanied by a pavement and a mat, an optional table should be established. The former are dominated by continuous support on the route, axle and the grass-roots level, while the latter are dominated by maximum reversibility of the legs and allowing for ground bearing. A combination of the driller ' s unit weight, transport vehicle axle loads, tracked dimensions, retrogressive retrogressive legs of cranes, equipment set-up, underground facilities, site endurance and changes in the rainy season, which are carried out in reverse and in the order in which the equipment is withdrawn, and the maintenance of the emergency route to the end, can avoid using the two products as replacements. For “how to select specifications for ground protection of drilling equipment according to vehicle weight”, the information review should also record changes in the water-bearing state and scope of soft points before and after rainfall and include missing information as an item for confirmation of quotations and construction programme.

Figure: rig construction, equipment relocation, supplies and auxiliary hang-up sites, with a focus on “How to select specifications for protection on the ground of drilling equipment according to vehicle weight”

The site installation should be located with an approved drawing number, and the level, seam, edge and drainage should be inspected at each stage of completion. The rigs shall distinguish between vehicle access, stationing of equipment and cranes, and the pavement shall be responsible for the protection of the ground and the mats shall be accounted for on the basis of maximum reversibility and durability. The test operation can first be carried out using a low-risk vehicle with a slow-speed straight-line and then gradually verify the turnover, parking and full-loading; it should be discontinued as soon as it is discovered that it continues to sink under the plate, pump mud or branch position. The test-pail record of “how to select specifications for the ground protection of drilling equipment on the basis of the weight of the vehicle” should indicate the starting and ending position, the condition of the vehicle and the conclusion of release, so as to facilitate review as the construction conditions change.

The inspection should not only be “normal”, but should be identified around the track track, the permanent deformation of the sheet, the deposition of the legs, the drainage of the floor, soft spots, connectors, mud contamination and the level of the level, and the anomalies should be classified into three stages: observation, restriction and decommissioning. Fixed photo angles and measurement benchmarks should be set for the reverse removal of the equipment in the order of exit and the retention of the emergency route to the final critical point. A loose connection, a permanent deformation, a breach through or a deviation of a branch shall be immediately isolated. The inspection form, which revolves around “how the ground protection of drilling equipment is selected according to the weight of the vehicle”, contains a separate list of the changes in the physical condition of use that would be reduced by the loose connection, drainage congestion or pollution, as well as an indication of the repeater and the time of return.

For oil and gas projects that are ongoing or duplicated, a baseline can be established for each square metre of work-hours, vehicle cycle, cleaning time, damage rate and restoration costs. This will make it easier to identify whether the next offer and inventory planning are not based solely on experience, but also whether the connection is loose, drainage congestion or pollution is decreasing in actual use over a specific season. This retrodiscussion should also answer whether the “how the protection of the well-drilling equipment on the ground is based on the weight of the vehicle” was improved by the reverse removal and retention of the emergency route in the order in which the equipment was withdrawn, and at the end of the day, by avoiding a subjective description.

Road-painting and foot mats can only function in the approved construction system and cannot be a substitute for unsatisfactory foundations, damaged equipment or irregularities. Any unknown underground facility, unstable edges, legwork beyond the equipment manual or failure to isolate persons should be suspended and upgraded.

The following special verification should be carried out in connection with the construction of the rig, the relocation of the equipment, the supply of materials and the auxiliary suspension site, with regard to “how to select the specifications for the ground protection of the drilling equipment on the basis of the weight of the vehicle”, in conjunction with the construction of the rig, the relocation of the equipment, the supply of materials and the auxiliary suspension site: when the vehicle is selected by weight, the total retrenchment shall be divided into a specific axle and tyre site, taking into account the additional effects of brakes, turnovers, ramps and local suspensions. Reference data in product samples are of comparative interest only when the conditions for testing the support are similar.

On-site implementation of recommendations: Representative heavy vehicles should be tested on a low-speed basis with actual full capacity, and empty vehicles should not prove to be fully loaded. Where multiple vehicles share roads, they should be validated by the most adverse axle load, tires and turn-arounds, rather than simply using average fleet weight.