The wind and power fittings require a re-evaluation of the foundations in the event of rainfall, starting with a determination of vehicle traffic, stoppage of equipment and support for the crane. In the case of wind blades, pylons, cabin transport and wind hanger sites, the topic is concerned that “Was there a need for a re-evaluation of the foundations in case of rain in the wind utensils” usually follows multiple stages of the entrance, construction, overhaul and evacuation sites and changes in ground water content and traffic. The issue is most likely to be ignored because the lack of information leads to a mismatch between specifications and quantities on the ground. The problem of grass-roots and drainage may have expanded if only ad hoc slabs were added after a vehicle has been trapped.
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 on the basis of the outline of the transport vehicle, the axle charge, the minimum turn radius, the road slope, the maximum reversibility of the legs of the main suspension, the endurance of the ground and the weather window, and by the description of the work, the basis of the test and the conditions of the acceptance document. 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. In the case of “the need to re-evaluate the ground-based in case of rain in wind-jecting”, the information review should also measure the number of vehicle cycles and track the location of re-routing, and include missing information as an item for confirmation of quotations and construction programmes.
Figure: Wind blades, pylons, cabin transport and wind hanger sites, with a focus on “The need to re-evaluate the foundations of wind utensils in case of rainfall”
A smooth transition should be put in place at the different ground crossings to avoid the sudden impact of vehicles on temporary circuits from hard roads. The internal and external wheels and brake positions of the most heavy vehicles will also be reviewed upon completion of the laying of the condition, test basis and restrictions contained in the request and acceptance documents. 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. Physical segregation and clear rules for release are required in the vicinity of public areas. The test-pail record for “Was there be a need to re-evaluate the foundations in case of rain in the wind and electric suspension” should indicate the starting and ending position, vehicle condition and release conclusions to facilitate review following a change in construction conditions.
The inspection cannot simply be “normal” and should be organized around the inside and outside of the bend, the wrong plate, the deformation of the road shoulder, the deposition of the legs, the horizontal level, the connectors and the accumulation of water, and should be divided into three levels of observation, restriction and decommissioning. A fixed photo angle and measurement benchmark should be set for the key points that form the job, the test basis and the qualification in the request and acceptance documents. A loose connection, a permanent deformation, a breach through or a deviation of a branch shall be immediately isolated. With regard to “the need to re-evaluate the foundations of rain in the wind and electric suspension,” the inspection forms need to show a separate column of information that does not match the specifications, quantity and condition of the site, and indicate the inspector's return time.
The offers from different suppliers should be compared under the same size, material, connection, packaging, delivery and test basis. Supplementation should be requested if the maximum load is given without a description of the ground, distance and load. Energy projects should also focus on batch consistency, port efficiency, repairability and container loading. It should also answer whether “the foundations need to be re-evaluated in the event of rain in the wind-to-wire fittings” have been improved by identifying the work, the test basis and the conditions in the request and acceptance documents, and avoiding a subjective description only.
If the conditions on the ground are different from the assumptions in this paper, the application of the conclusions should be suspended and reassessed. Energy transport, suspension, refurbishment and overhaul are subject to project programmes, equipment manuals and statutory requirements. The supplier may assist in matching the product, but the final placement, commissioning and release shall be approved by the responsible party for the project.
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.
