Scientific American Supplement, No. 508, September 26, 1885Various
Science
Scientific American Supplement, No. 508, September 26, 1885
Various
Science -- Periodicals
The dredge descended with the extirpators pointing upward. When their
heads reached the level of the upper floor, the tools were removed.
Then the dredge was raised again. In this way the extirpators lay upon
the floor, and, if the lifting was continued, they placed themselves
in their working position, in which they were fixed by the bolts A" B"
C" (Fig. 1). After this, the apparatus was let down and revolved. The
rakes divided the earth, the scrapers collected it, and the bags
pocketed it.
The great difficulty was to cause the tubbing to descend vertically,
and also to overcome the enormous lateral pressure exerted upon it by
the earth that was being traversed. Water put into the shaft helped
somewhat, but the great stress to be exerted had to be effected by
means of powerful jack screws. These were placed directly upon the
tubbing, and bore against strong beams whose extremities were inserted
into the masonry.
As a usual thing it is not easy to use more than four or six such
jacks, since the number of beams that can be employed is limited,
owing to the danger of obstructing the mouth of the shaft. Yet twelve
were used by Mr. Chavatte, and this number might have been doubled had
it been necessary. As we have seen, the frame, K K (Pl. 1, Fig. 3),
was provided with an oak circle traversed by 32 bolts. The length of
these latter was two inches and a quarter longer than they needed to
have been, or they were provided with wooden collars of that
thickness. Later on, these collars were replaced with iron bars that
held the wood against which the jacks bore in order to press the
tubbing downward (Pl. 1, Figs. 10, 11, 12, and 13).
Mr. Chavatte's great anxiety was to know whether he should succeed in
causing the first section of tubbing to traverse the four feet of
gravel; for in case it did not pass, he would be obliged to employ a
second section of smaller diameter, thus increasing the expense. He
was persuaded that the coarse gravel remaining in the side of the
shaft would greatly retard the descent of the tubbing. So he had
decided to remove such obstructions at the proper moment through
divers or a diving bell. Then an idea occurred to him that dispensed
with all that trouble, and allowed him to continue with the first
section. This was to place upon the dredge two claw-bars, T (Pl. 2,
Fig. 3), which effected the operation of widening with wonderful ease.
To do this it was only necessary to turn up the bags, and revolve the
apparatus during its descent. The claw at the extremity of the bar
pulled out everything within its reach, and thus made an absolutely
free passage for the tubbing.
The sands and gravels were passed by means of a single section of
tubbing 31 feet in length, which was not stopped until it had
penetrated a stratum of white chalk to a depth of two yards. This
chalk had no consistency, although it contained thin plates of quite
large dimensions. These were cut, as if with a punch, by means of the
teeth of the extirpator.
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