dk nkf - Nordisk Konservatorforbund Danmark
dk nkf - Nordisk Konservatorforbund Danmark
dk nkf - Nordisk Konservatorforbund Danmark
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Prior to the St Just Coast Project’s inception in<br />
1995, however, the utilisation of this material for<br />
conserving the County’s industrial buildings was<br />
not widespread, as most contractors and engineers<br />
felt that it was a weak substitute for cement mortars,<br />
which hardened quickly and were judged to be the<br />
strongest solution for consolidating engine houses.<br />
This seems surprising, as the flexibility and strength<br />
of lime mixes had ensured the long-term survival of<br />
many historic structures, in spite of years of neglect<br />
and unprotected exposure to the elements. Despite<br />
the near abandonment of lime mortars elsewhere,<br />
the Trust developed the use of lime throughout the<br />
decade-long Project. The earliest attempts were<br />
largely determined by the desire to replicate the<br />
colour and texture of the original mixes as they<br />
appeared after years of weathering, rather than their<br />
actual make-up. As a result, dark sands from nearby<br />
Gwithian Beach, rab (orange granitic subsoil) and<br />
mine-waste were added to the lime, as was a degree<br />
of Portland cement. Over time, however, it became<br />
apparent that this method was imperfect, due to the<br />
inflexibility of the cement, and the high clay content<br />
of the rab and sand, which greatly negated the<br />
lime’s chemical effectiveness. This resulted in the<br />
development and constant refinement of lime mortar<br />
mixes and their application, and led ultimately to<br />
the employment of a lime-pointing specialist for the<br />
Project’s final phase.<br />
Working in conjunction with the structural<br />
contractors, this specialist consultant developed<br />
a much more authentic and efficient mix, which<br />
utilised a significantly higher lime content, and<br />
abandoned the use of clay-rich inclusions and<br />
cement. This mixture, which was partly based on<br />
the analysis of original pointing from structures<br />
at Botallack and Kenidjack, was much stronger<br />
physically than previous attempts. It was, however,<br />
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