Municipal management network works are usually carried forward along roads or narrow corridors, with excavations, piles of materials and changing vehicle entrances. The objective of the continuous temporary access route is not to complete the line at once, but to provide a clear route for excavators, service vehicles, pipe transport and backfill vehicles at each stage, without entering the area affected by the slopes on the edge of the ditch. The project should plan the construction phases, the daily propulsion length and the slab rotation beat together, so as to avoid digging that has moved forward and the road remains behind.
The route has been placed in order to verify the presence of underground facilities, wells, traffic guidance and gutter support, and to determine the safe distance between the vehicle and the side of the gutter. Road drains cannot flow into the gutter or flush the support, nor can the sides hang on the shoulder of the loose chute. The boundary between soft backfilling and old and new road-bases needs to be calmed or reinforced, and ordinary pavements should not be used as a bridge. The tube discharge area and the hanger leg area shall be designed separately and shall not be mixed with the board road.
Continuous pavement of vehicle access to the municipal piped gutter (new construction site map)
The pavement can advance to the working surface from a stable entrance, and the long edges are coordinated with the main motorway and connected continuously. Owing to the narrow route, inter-wheel differentials and reverse positions are particularly important, which should reduce the number of vehicle departures by means of one-way traffic, booking entry and fixed meeting points. Pipes, earth and wells shall not be stacked at the edge of the board road to prevent the blocking of the driving line or to increase the load of the gutter.
Daily pre-labour inspection of high-level interfacing, connectors, cracks at the edge of the trough and mud, and coordination of the front-end sheet with night closure facilities. The next day, after digging or backfilling to change the terrain, the route is assessed before being re-loaned. When the plates are rotated, a secure recovery route is maintained, which is cleaned and numbered and moved to the next section, and the damage plates are isolated and cannot be mixed back to the road for progress.
The request for quotations will provide the overall scope of the works, the duration of the individual sections, the maximum vehicle axial charge, the depth of the trenches, the width of the available corridors, the duration of the works and the frequency of the turnover. Vendors can calculate the required pavements, connections and back-up. Sub-plans, groove security and slab-swing synchronization arrangements allow for the maintenance of continuous traffic with fewer stocks and the reduction of repeated repairs to urban roads and surrounding land.
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.
