The broadness required to track the installation of vehicle corridors on support frames should be derived from the most unfavourable rather than the average. In the area where light-volt stands, components, cables and reverse equipment are being constructed, the subject is concerned that “how wide a vehicle route is required to track the support frame” may be affected by heavy vehicle cycle, rainfall and the compression of working hours at the same time, and the lack of support at the edge of the road leads to an increase in the bending and crushing of the plate as traffic increases. It would be clearer for on-site execution to first determine the conditions for allowing deposition, decommissioning and those responsible, and then select product specifications.
The focus of the topic is not on the choice of the thickest or the most heavy products, but on the establishment of a match. The coverage, connection and back-up quantities are determined by setting speed limits, prohibiting in-situ wheeling and arranging for the exclusive command of heavy vehicles, depending on the weight of the construction vehicle, the size of the tripod, frequency of component transport, drainage course, topsoil thickness, underground cable position and restoration requirements. In the case of products requiring cross-project turnaround, the numbering, loss rate, cleaning time and volume of transport should also be included in the total cost. The information review should also check the continuity of lighting, reflective boundaries and night-time transfer records and include missing information as items to be confirmed for quotations and construction programmes.
Figure: Photovolts, components, cables and reversible equipment construction areas, with a focus on “how wide a vehicle route is required for tracking support frames”
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 light-voltage area, which is usually large and revolving, must first protect drainage and topsoil and then move pavements in accordance with the construction phase. 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. A test-pail record of “how wide a vehicle corridor is required to track the support frame” should indicate the starting and ending position, the condition of the vehicle and the release conclusion to facilitate review as the construction conditions change.
Special inspections should be added after extreme weather, equipment anomalies or route adjustments. Underboard pump mud, surface pressure, drainage congestion, loose connection, underground cable marking, contamination and revegetation of vegetation using location markers and fixed view photographs to facilitate comparison of deposition and shift. Cleaning the surface of polymers avoids fire, sharp shovels and violent knocks, creating new cracks and stress concentrations. “How wide a vehicle corridor is required around a tracking support frame”, the patrol form requires a lack of support on the edge of a single line of roads, leading to changes in the bending and crushing of the sheet, and a reference to the inspector and the time of return.
A reset is to distinguish between product problems and changes in condition. The original programme may no longer be appropriate if the vehicle is heavy, routed, rainfall increases or cover periods are extended. These changes are recorded in conjunction with the implementation results of the speed limit, the prohibition of in situ rounding and the placement of a person in command for heavy vehicles, and it is only next to know whether the thickness, width, quantity or construction organization should be adjusted. The retrodiscussion of this question should also answer whether the “how wide is required to track the installation of vehicle lanes” has been certified as an improvement by setting speed limits, prohibiting in situ wheeling and arranging for exclusive command of heavy vehicles, so as to avoid a subjective description of the end of the item.
Progress pressure cannot reduce the security floor. When the lack of support on the edge of the road leads to the bending and crushing of the sheet, the decision to repair, reroute or replace the product should be taken after isolation and identification of the cause. Any measures should avoid introducing new risks of slide, overloading, tripping, electric area intrusion or human-car conflict.
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