Wind and Solar Infrastructure Ground Protection and Equipment Solutions

In addition to the larger total weight of the blades, pylons, mainframe and transformer transport vehicles, the length of the body and the back wheel trajectory also magnify the risks in the turn and the top of the slopes of the participating areas.Any section of the route softened, slabs were not wide enough or sutures were missing, which could halt the entire convoy.Widely spread by direct line only, neglects the inside wheel differentials, the swinging of the tractor and the ramp.The project should carry out route simulations and test vehicles prior to transport, mark broad areas, no-stop areas and rescue points, and be certified at low speed with representative full capacity;Each large shipment was reviewed for drainage, sutures and ground deposition, and the results of the passage during the construction period could not be considered to be directly valid for the suspension period.

New energy sites are often widely distributed, with surfaces likely to consist of weather, grass, sand or backfilling platforms.Heavy rain washes the slopes and shoulders, and sudden precipitation following prolonged drought can lead to deep softening;Sands are transported along the winds and form loose pits under wheel-driven vehicles.If drainage, slope and edge constraints are addressed only on surface sheeting, the sheeting moves along the grass-roots level.The project should be designed in accordance with the geomorphological subsectors, with slopes set for drainage and speed limits, sand cleared of loose piles and keeping route boundaries, and low-lying areas reserved for drainage exports.Weather changes are followed by a tour of the line and the discharge of the heavy vehicle.The wind, photovoltaic and new energy project site should set clear standards for decommissioning of the “desolate land, mountain and desert base as weather changes become apparent”, such as continued tipping, incomplete support surfaces, extended depositions, visible slides in vehicles or loose links.Unusual isolation and unloading were detected, and then the floors were repaired or reconfigured, and temporary pads were prohibited in carrying conditions.The head of the mission may not resume operations until he or she has been qualified to do so, and records of disposal are maintained.

Wind-capturing machines, the installation of lifting station equipment and the positioning of energy containers can generate high retroactivity of legs or a downside pressure of belts.The crane tonnage is only preliminary information and the actual reaction will vary with the weight, range, revolving position and weight;Particular care is needed on the edge of the platform, in the base backfill area and in the vicinity of underground cables.The suspension schedule shall be obtained prior to the operation to confirm the maximum retroactivity of the leg, the size of the original foot and the ground floor to allow pressure, and the platform shall be reviewed by the engineer as necessary.Outrigger Pads shall be fully exposed and maintained at the level, with deposition observations during the suspension, and re-checks after wind speed, rainfall or cranes have moved, avoiding any increase in temporary wood.For “high concentration loads in position of large-scale suspension and storage equipment”, the wind, photovoltaic and new energy project should also include the results of the inspection in the pre-class confirmation and handover records, specifying who is responsible for release, who is responsible for inspection, what deposition or relocation must be discontinued.Retroactive recording of photographs, measurements and usages will make it possible to distinguish ground-based changes, operational deviations from product damage and avoid repetition of the same problem between different groups.