How does the temporary road for the power plant coordinate with the fire escape route?

The coordination between the temporary road and the fire escape route at the transformer station will be judged first and foremost by the separation of vehicle traffic, equipment stop-over and the support of the crane. The extension of the transformer station, the transport of transformers and the overhaul of equipment, is a topic of concern as to how “the temporary road of the transformer station is coordinated with the fire escape route” usually follows multiple stages of entry, construction, overhaul and evacuation, with changes in the ground water content and traffic. The most easily overlooked of this topic is the temporary change in the construction route, which allows vehicles to enter unprotected areas. The problem of grass-roots and drainage may have expanded if only ad hoc slabs were added after a vehicle has been trapped.

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 transformer transport axes, equipment weight, crane reaction, gravel and mosaic boundary, cleavage position, security distance and overhaul time to calculate the straight-line segment, turn-off area, docking position and operating surface separately can avoid using both products as alternative components. The information review should also limit the long-term static, in situ wheeling and unplanned queuing of vehicles and include missing information as items to be confirmed for quotations and construction programmes.

Figure: Extension of transformer plants, transformer transport and equipment overhaul, with a focus on “how to coordinate the temporary transformer roads with fire escapes”

In the absence of space on the ground, work cannot be undertaken by reducing the necessary cover or moving legs to the shoulder of the road. Stations and construction should be reordered to provide sufficient space for “counting the line segments, turn areas, docking positions and surfaces, respectively”. Temporary roads and hanger platforms within power transformers are subject to electrical safety, fire traffic and equipment transport programmes and cannot be placed on a temporary basis only on the available area. Any forced overlays of holes, temporary mats or uncounted should be returned to the technical manager for evaluation. The trial-pail record of “how to coordinate the temporary road to the power station with the fire escape route” should indicate the starting and ending position, vehicle status and release conclusions to facilitate review as construction conditions change.

Multi-shift or lease items can be used to record cable ditch protection, slab transition, full foot contact, oil contamination, site installations, safe perimeters and deposition, and to link road maps and product numbers. Continuous anomalies should trigger a review of the project, rather than a mere surface. Visible permanent deformation, deep mouth or postpoint damage to the leg cushions shall be judged by standard manufacturer ' s isolation. In the area around “how to coordinate the temporary road at the power station with the fire escape route”, the patrol form lists the temporary changes in the construction route to allow the vehicle to enter the unprotected area and indicates the repeater and the time of return.

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 “coordination of the station's temporary road with the fire escape route” has been proven to be an improvement by calculating the line segments, turn areas, docking slots and operating surfaces separately, avoiding a subjective description of the closing item.

Progress pressure cannot reduce the security floor. When a temporary change in the construction route results in a vehicle entering an unprotected area, it should first isolate and identify the reasons before deciding on the repair, rerouting or replacement of the product. Any measures should avoid introducing new risks of slide, overloading, tripping, electric area intrusion or human-car conflict.