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Tuesday 15 February 2011

Earl of Coventry Monument, Elmley Castle

Condition prior to works...



The rusting iron cramps present within the monument had clearly effected ts stability.


The movement between certain elements was quite extreme

Worrying...!?

The weight of the entire canopy had dangerously shifted...


 This monument was ready to fall down....



The Dismantle


A timber former was put in place in order to carefully remove the key stone and the rest of the canopy.

The rusting iron staples in the canopy.


And down it came...... Piece by piece.


The Cleaning

Each individual piece of the monument was painstakingly cleaned.


Comparison...


Old mortar removed

The Rebuild

The monument was to be rebuilt with an air gap between it and the wall.. This is to allow circulation and to minimize any transference of moisture from the external wall.
The monument was rebuilt using plaster of Paris and of course Stainless steel to replace the iron removed.

The plinth course was set out....

Side panels of the chest

The plinth for the Earl himself..

All block work is set above the stonework by 2mm in order to carry all the weight.

The enormous back tablet

Certain elements used to rely on the wall for fixing, but as we introduced the air gap some of these had to have extra support.



Columns and Capitals
 

The canopy is refixed using the former.

 Finally, the crest is ready to be fixed.....

The Finishing Touches

Conservation of the lettering...



 The re-gilding of his crown... 


 The Finished Monument


Monday 14 February 2011

Mullins House, Wells Cathedral School

So here goes... First blog.

Mullins house was in abit of a state when we first arrived on site...

The top half of the elevation was leaning backwards enough for the cornice to be taking in water rather than shedding it.

First thing to do was to get it cleaned off using the DOFF system.



We dismantled all the stone work down to the 1st floor window heads.

This uncovered a rotten lintel beam which ran the entire length of the elevation... This explained the sinking of the brickwork allowing the ashlar to buckle and lean back.
The floor joists were secured to prevent any further movement.

Those joists arnt going anywhere!! Big stainless steel plate!
The ashlar was built back up and the brickwork was reinstated.

New window jambs and heads.
Finally the elevation is sheltercoated and the scaffold is struck...

It looks amazing!!