Projects / Lake House,
Pusey...
Main Contractor: Hilldon Construction
Project Value: £17,000
Timber Resin strengthening works
The engineer was presented with two problems one how to upgrade the structural loading of the tie beams and two how to replace timbers which had been fire damaged in the centre section. The easiest solution to the upgrade of the beams would have been to introduce steel work, but there where conservation issues, important carpenter’s marks which were on the joist ends could not be removed.
LSE Structural Solutions worked with the engineer to come up with a solution.
Project Value: £17,000
Timber Resin strengthening works
The engineer was presented with two problems one how to upgrade the structural loading of the tie beams and two how to replace timbers which had been fire damaged in the centre section. The easiest solution to the upgrade of the beams would have been to introduce steel work, but there where conservation issues, important carpenter’s marks which were on the joist ends could not be removed.
LSE Structural Solutions worked with the engineer to come up with a solution.
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LSE Building Preservation cut a chase through the centre of the timbers and installed re bar in ROTAFIX structural grout which increased the structural load strength of the timber so that it was much stronger than before. |
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| One section of timber was so charred in the centre that it had to be cut out altogether and a new TRS (Timber Resin Splice) was installed. The TRS was installed by LSE Building Preservation using ROTAFIX Epoxy resins, because to tie beam had been damaged in the centre section a double ended repair was required. |
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Crack
Stitching is used when a building starts to get vertical cracking, once the
cause of the crack has been determined as suitable crack stitching method
can be employed. Crack stitches are installed into the bed joints across the
cracks. The bed joints are cut out and then the helical bar is grouted in
place preventing any future movement.
Heli-Beaming
is used to create a structural beam, by installing long lengths of helibar
at a set spacing and using the existing masonry to create a beam. This
method is used where subsidence is a problem and can be used in conjunction
with under pinning.