In the case of heavy lifting and transport sites for transformers, wind and large-scale electrical equipment, the focus of the topic is on “how to treat the faulty suture of the heavy transport road board”, which does not appear to mean that there is a continuous burden under the plate. The treatment of faulty sutures of heavy transport road boards should be documented in the ground, weather and condition of the most heavy vehicles before entering the field, as loose connections, drainage congestion or reduced actual use of pollution may occur only after repeated traffic. The establishment of baseline photographs and measurement points will facilitate follow-up inspections and recovery of acceptances.
The procurement staff shall submit the site map, vehicle watch and equipment plant ' s maximum retroactivity leg position, foot position, ground-based allowed pressure, groove distance to edge, suspension radius, transport axle and rainfall changes to the request for quotations, and indicate where the connection is loose, drainage congestion or pollution may reduce the actual use. The programme could be based on the reverse removal of the equipment in the order in which it was withdrawn and the retention of the emergency route to the end of the zoning. For the whole container procurement, the quantity of the container, the pallet or bundle, the offloading equipment, the destination port and the conditions of storage at the site should also be confirmed in advance. For “the treatment of faulty sutures of heavy transport road boards”, the information review should also place fixed observation points on the outside side of the shoulder, slope and turn, and include missing information as an item pending confirmation of the quotation and construction programme.
Figure: Heavy cranes and transport sites for transformers, wind and large power, with a focus on “how to treat the wrong sutures on the heavy transport road”
The installation should leave a photo, location and measurement record. First, ground-level levelling, drainage and underground facilities are identified, and the complete contact, connection, edge and transition of the pavement is checked, or the size, location and centering of the leg pads are checked. The area of the leg pad shall be determined by the maximum retroactivity in conjunction with the confirmed ground-based load, and the pavement shall not automatically replace the accounted hanger operating platform. Areas not eligible for acceptance should not be replaced by speed-limit signs alone. The trial-pave record of “how the faulty suture of the heavy transport road board is handled” should indicate the starting and ending position, vehicle status and release conclusions to facilitate review as construction conditions change.
The maintenance plan should include responsibility for key sections and feeder points, frequency checks, decommissioning thresholds and spare parts locations. Reversely dismantling and retaining emergency routes in the order in which the equipment is withdrawn until final performance re-checking results in the timely discovery of loose connections, drainage congestion or pollution that reduces actual use. Backup panels, connectors and handling tools are also synchronized to avoid mismatches in specifications on site. The inspection forms are to list changes in the actual use status of the “heavy transport road board sewn off the wrong table”, which is to be separated by loose connections, drainage congestion or pollution, and to indicate the time taken by the inspector and his/her return.
Construction, logistics, HSE, equipment, site and procurement could be jointly evaluated before the planned expansion. The parties confirmed the conditions of passage, suspension, inspection, restoration and delivery, respectively, to verify whether the reverse removal of the equipment in the order in which the equipment was withdrawn and the retention of the emergency route were truly enforceable. The results of the review should be included in the programme rather than in oral communication. It should also answer whether “the way in which the heavy transport road board is sutureded” is achieved by the reverse removal and retention of the emergency route in the order in which the equipment exits, to the extent that it can be verified and improved at the end, so as to avoid the closure of the item by a subjective description only.
The construction, equipment, HSE and logistics team should confirm the use of the same version of data before the procurement is issued. The common dimensions, thickness or reference load range referred to in this paper are not on-site commitments and actual performance is influenced by materials, temperature, foundations, connections and installation patterns, and the recommended results should indicate assumptions and no application.
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