Bell's Cathedrals: St. David'sRobson, Philip A. (Philip Appleby)
History
Bell's Cathedrals: St. David's
Robson, Philip A. (Philip Appleby)
St. Davids Cathedral
“The shoring by which the weight of the western half of the tower has
been temporarily supported is of three descriptions--1st, direct
supports under the western, northern, and southern arches (the two
former consisting of timber framing, and the latter being provided by an
old stone wall, by which the arch was blocked); 2ndly, vertical shores
of immense strength, supporting “needles,” or horizontal masses of
timber, passing through the walls; and 3rdly, by ‘raking’ or inclined
shores abutting against the walls in all directions, and both supporting
weight and preventing lateral motion. All these had to be provided with
firm foundations, having to bear the actual weight of the tower. The
magnitude of the work may be judged of when I mention that, of the six
main supports of the ‘needles,’ two consisted each of _nine_, and the
others of _six_ full-sized balks of timber, bound together into one mass
by irons, and thus making timber supports, the first 3 feet 6 inches
square, and the others 3 feet 6 inches by 2 feet 4 inches in thickness,
and all of them 36 feet in length. The ‘needles’ are of oak, 2 feet 4
inches deep and 2 feet 4 inches thick, and shod with wrought iron. The
raking shores are arranged in systematic groups, giving supports at all
heights, from immediately over the piers to nearly the top of the tower.
“The shoring has required the use of nearly 12,000 cubic feet of timber.
“The state of the west wall of the tower was rendered alarmingly
apparent by the difficulties encountered in making the holes for the
‘needles.’
“Mr. Clear, the Clerk of the Works, and myself, foreseeing some
difficulty, arranged a plan by which, before cutting through the wall, a
sort of tunnel of strong stone should be formed through it, by inserting
the stones, one at a time, in the shattered rubble work, and then
removing the enclosed wall. This was done, with some difficulty, to a
depth of 2 feet from either side, but as the wall is 6 feet thick, there
remained 2 feet in the middle untunnelled, and when the enclosed wall
was attempted to be removed, the middle mass began to pour out like an
avalanche, which was only stopped by the immediate insertion of
sand-bags, and by subsequently running the wall from above with liquid
cement, and thus solidifying the disintegrated rubbish.
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account