Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910: The Bergen Hill Tunnels. Paper No. 1154Lavis, F.
History
Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910: The Bergen Hill Tunnels. Paper No. 1154
Lavis, F.
Civil engineering -- Periodicals; Railroad tunnels -- Design and construction
The gangs placing the arches were paid over-time when they were required
to work after 6 o’clock to finish their section, which was generally
only necessary when the quantity of rock packing to be placed was very
large. If they finished their section before 6 o’clock, however, they
were allowed to quit when this was done, and were given a full day’s
pay. The difference in time, when there was any, was usually due to the
greater or less quantity of rock packing, as the excavation varied from
the standard section line.
In building the arches, the night gang set the two ribs (one at the
center and one at the forward end of the section to be built), placed
the lagging on the sides, 4 or 5 ft. high, built the shoveling platform
on the horizontal cross-braces of the ribs, and placed the traveling
gantry in position for use. The forward end of the gantry (that is, the
end farthest from the arch being built), as shown in Fig. 1, Plate XXVI,
was loaded with rock packing to be used as required. As the concrete was
brought into the tunnel it was hoisted and dumped on the end of the
gantry next the arch, and shoveled from there to the platform on the
ribs and from there into place. The rock packing brought in during the
day was dumped on the front or back end of the gantry, as was most
convenient, and handled into the work in the intervals between batches
of concrete. The concrete and rock packing, with the back-lagging and
water-proofing, where these were used, were placed simultaneously, or
nearly so, and brought up the sides together until the key was reached;
the latter was then worked from the back toward the front. The key was
usually made about 5 ft. wide, the lagging for this width was made 5 ft.
long and put up in two sections. It was found to be more convenient to
have the key of this width than narrower.
The method used in making the closures where two sections of the arch
came together is shown by Fig. 17.
[Illustration: Fig. 17. [Full Page]
SKETCH SHOWING METHOD OF MAKING ARCH CLOSURE
CROSS-SECTION OF TUNNEL SHOWING JACK PARTLY EXTENDED
LONGITUDINAL SECTION OF TUNNEL SHOWING JACK PARTLY EXTENDED
PLAN OF BOX; END VIEW
PLAN OF PLUNGER, BOTTOM OF BOX; END VIEW OF PLUNGER,
JACK FULLY EXTENDED]
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