The New York Rapid-transit Subway
Forfatter: Willialm Barclay Parsons
År: 1908
Forlag: The Institution
Sted: London
Sider: 135
UDK: 624.19
With An Abstract Of The Discussion Upon The Paper.
By Permission of the Council. Excerpt Minutes of Proceedings of The Institute of Civil Engineers. Vol. clxxiii. Session 1907-1908. Part iii
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
18 PARSONS ON NEW YORK RAPID-TRANSIT SUBWAY. [Minutes of
WATERPROOFING.
As much of the subway was below tide-level, or where above tide-
level was in wet ground, it was a matter of great concern that it
should be dry at all times and in all places. It was therefore stated
to be the « very essence of the specifications to secure a railway
structure which should be entirely free from the percolation of
ground-water.” In order to secure this, it was decided to build in
the floor, walls, and roof, a waterproof course consisting of asphalt
and asphalted felt. The latter was the ordinary roofing-felt paper,
dipped in asphalt and weighing 15 lbs. per hundred square feet.
The asphalt was specified to contain in the refined state not less
than 95 per cent, of natural bitumen, soluble in rectified carbon
bisulphide or in chloroform. Not less than two-thirds of the total
bitumen was soluble in petroleum naphtha at 70 Baume, or in
acetone. The asphalt, in order to be accepted, had to lose not more
than 4 per cent, of its weight when exposed for 10 hours at a tempera-
ture of 300° F. Such asphalt, which is very much purer than the
ordinary asphalt of commerce, becomes at a low temperature hard
and brittle, and in order to maintain fluidity a flux of petroleum
residuum was added. At high temperatures there was found to be
the reverse difficulty of too great fluidity, to prevent which powdered
limestone and sand were added up to 66 per cent, of the total, in
the same way as sand is mixed with cement. Such additions were
not only not injurious, but permitted work to be carried on which
otherwise would not have been possible.
In order to put the waterproofing in place after the excavation
was made, a bed of concrete, usually about 6 to 8 inches thick,
was laid. After that bed had been made smooth, a bed of hot
asphalt was spread, on which, while it was still hot, the felt was
rolled. Then more asphalt was poured on the felt, another
layer of felt was laid, and again asphalt and felt alternating,
until the required number of layers of felt had been laid—
usually three or four, although as many as six were used in
wet ground. On the top of the waterproofing-course was laid
the upper part of the subway floor. To waterproof the walls the
same waterproofing-course was carried upward. Where possible,
this was done by placing alternate layers of asphalt and felt
against the side walls of the subway outside the beams; but
in only a few cases was this possible, since as a rule the excavation
was not wide enough to permit work on the back of the
walls. The contractor usually built against the sheeting a wall of
brick or coarse concrete, on which the waterproofing course was