The first steel wire ropes were produced with natural fibre (sisal, hemp, jute, etc) cores and operated on cranes and winches with rope drums of sufficient diameter and width to accommodate the required length of rope on a single layer. This single layer spooling arrangement minimised the possibility of the rope being crushed and hence wire ropes with fibre cores gave a satisfactory performance for many years. However, developments within both the crane and wire rope industries have resulted in a move away from fibre to steel cores and this bulletin aims to provide background information to the user regarding the reasons for these changes and developments.
Single layer spooling.
Cranes were originally designed with winch drums of sufficient diameter and width to accommodate the required length of rope on a single layer. This single layer spooling arrangement minimised the possibility of the rope being crushed and hence wire ropes with fibre cores gave a satisfactory performance. The ongoing requirement to move heavier loads higher or lower, required longer lengths of rope to be accommodated on the drums. The economics of designing cranes smaller and more efficient, resulted in the diameter and width of winch drums being dramatically reduced and the requirement for multi-layer spooling.
Multi-Layer Spooling.
The majority of crane (mobiles, tower, crawlers, offshore, etc) winch drums are designed for multi-layer spooling to accommodate the longer lengths of rope whilst reducing their diameter and width compared to their predecessors. Multi-layer spooling dictates that as a rope spools onto layers above the first layer, each new wrap of rope on the drum must cross over the rope on the lower layer twice every revolution of the drum. This results in the rope crushing and damaging the rope below and hence the need for a rope with crush resistance. The change from a fibre to steel core increases the cross-sectional steel area and hence provides the rope with increased crush resistance.
Ropes which have been Dyformed (compacted) or swaged offer a further increase in steel area and crush resistance. Plastic may also be applied internally, filling the voids within the rope to also enhance crush resistance. The plastic extruded over the steel core during rope manufacture, also forms a barrier to the ingress of debris and water.