Answering how to deal with fixed figures that did not leave the site when the temporary road edged down. Wind blades, pylons, cabin transport and wind hanger sites focus on “How to handle the fall on the edge of a wind field temporary road”, influenced by weather, terrain, vehicle and organizational patterns. The drop in ground-based loads and the emergence of pump mud or misalignment following rainfall are only visible results. 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.
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 the determination of the minimum effective area of the leg cushion based on maximum reversibility and durability, based on the profile of the transport vehicle, the axle, the minimum turn radius, the road slope, the maximum reversibility of the leg, the earth's endurance and the weather window. 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 for “the fall on the edges of temporary roads at wind farms”, and include missing information as an item for confirmation of quotations and construction programmes.
Figure: Wind blades, tubes, cabin transport and wind hanger sites, with a focus on “How to handle the fall of the wind field's temporary road edge”
Pre-implementation should be preceded by the containment of routes, the removal of sharp stones, stakes and miscellaneous items that may form a spot load, the repair of deep-pit tracks and the removal of horizontal drainage. Wind and electricity transport and suspension must control the continuity of the road and the carrying of the feeder, respectively, and any nominal tonnage must be returned to the ground and equipment condition. The plates should be prepared continuously at the stabilization end, with the bends, reverses and parking areas being expanded as appropriate; the leg mats should be flat, intermediated and in full contact, and it should not be allowed to be filled with random stacking. The test-pail record of “the fall of the temporary road edge of the wind field” should indicate the starting and ending position, vehicle condition and release conclusions to facilitate review as construction conditions change.
The shift involves reporting changes in the inside and out of the curve, the wrong plate, the deformation of the road shoulder, the deposition of the legs, the horizontality, the connectors and the amount of water accumulated, rather than a description of the appearance. The sutures, shoulders or sub-points repaired in the previous class are reviewed in the next class. In the event that the ground-based load drops after the rainfall and the pumping mud or the wrong station increases with traffic, the project shall immediately limit, reroute or suspend the equipment until the re-examination passes. The inspection form, around “the fall of the wind and electricity fields on the edges of the temporary road”, is to show a separate drop in ground-based loads following rainfall and changes in pump mud or the wrong stage, with an indication of the inspector and the time of return.
The receiving and inspection information shall be maintained in the form of maps, product numbers, photographs of entry and exit sites, initial ground conditions, abnormal worksheets and demolition records. In the event of a ground or equipment dispute, the information may distinguish between the original soft spot, the use of a change and the removal site damage, and also quantify the impact on the cost of the project of a decrease in the base load after rainfall and the impact of pumping mud or error. This retrodiscussion should also answer whether “the fall of the wind field temporary access roads” has been demonstrated to improve by accounting for the lowest effective area of the leg pads on the basis of maximum retroactivity and durability, avoiding a subjective description of the closing item.
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.
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.
